Surajit Sengupta a. National Institute of Research on Jute and Allied Fibre Technology, 12 Regent Park, Kolkata , India.

Size: px
Start display at page:

Download "Surajit Sengupta a. National Institute of Research on Jute and Allied Fibre Technology, 12 Regent Park, Kolkata , India."

Transcription

1 Indian Journal of Fibre & Textile Research Vol. 33, December 2008, pp Effect of punch density, depth of needle penetration and mass per unit area on compressional behaviour of jute needle-punched nonwoven fabrics using central composite rotatable experimental design Surajit Sengupta a National Institute of Research on Jute and Allied Fibre Technology, 12 Regent Park, Kolkata , India Prabir Ray Institute of Jute Technology, 35 Ballygunge Circular Road, Kolkata , India and Prabal Kumar Majumdar Government College of Engineering and Textile Technology, Serampore, Hooghly , India Received 4 October 2007; revised received and accepted 5 February 2008 The compressional behaviour of jute needle-punched nonwoven fabric has been studied. Statistical models using central composite rotatable experimental design are developed on compression parameter, recovery parameter, energy loss and thickness loss, depending on the three important parameters of needled fabric, i.e. needling density, depth of needle penetration and mass per unit area. From this model and its contour diagrams, the effects of different parameters can be understood and prediction of compressional behaviour can be made knowing the values of independent parameters. The correlation coefficients between observed and predicted values are found to be significant in all the cases. It is found that the mm depth of needle penetration, punches/cm 2 needling density and g/m 2 mass per unit area is a very critical combination which might be considered for minimum compressibility because the deviation from any of the variable may be responsible for the increase in compressional behaviour. Keywords: Central composite rotatable experimental design, Compressional parameter, Energy loss, Jute, Needle-punched nonwoven, Recovery parameter, Thickness loss IPC Code: Int. Cl. 8 D04H 1 Introduction Needle-punched nonwoven fabric is a sheet of fibres made by mechanical entanglement, penetrating barbed needles into a fibrous mat. 1 Such fabric is extensively used in technical applications. In such applications, fabric is subjected to normal compressive loads, and the physical, tensile and hydraulic properties change with these loads, depending on the compressional behaviour of the fabric. The nonwoven geotextile, when used underground, is subjected to compressional loads, both static and dynamic. A number of papers have been published on tensile 2,3, hydralic 4,5 and compressional behaviour 6-8 of nonwoven geotextiles. Some work has been reported on the compressional behaviour of loose fibre masses. 9,10 a To whom all the correspondence should be addressed. ssg_42@rediffmail.com Jute dominated the world market as packaging material, carpet backing and industrial textiles till the synthetic material came into competition. In search of diversified uses of this fibre, successful attempts have been made to use this natural and ecofriendly technical fibre in the field of geotextile, floor covering and filtration. 11,12 Punch density, depth of needle penetration and mass per unit area of jute needlepunched nonwoven are the parameters, which have significant effect on compression. 13 The effect of these parameters on the properties of nonwoven has been reported in number of papers But the detailed work has not been reported so far regarding the effect of these parameters on compressional behaviour of jute needle-punched nonwoven. In this study, an attempt has been made to understand the effect of punch density, depth of needle penetration and mass per unit area on compression, recovery, energy loss and thickness loss of jute needle-punched nonwoven geotextiles.

2 412 INDIAN J. FIBRE TEXT. RES., DECEMBER Materials and Methods 2.1 Materials Tossa jute of grade TD 3 (ref. 17) was used to prepare needle-punched nonwoven fabric, having the fibre properties: linear density, 2.08 tex; tenacity, cn/tex; and extension-at-break, 1.60%. 2.2 Methods The significant independent variables of jute needle-punched nonwoven with respect to different properties, namely needling density, depth of needle penetration and mass per unit area, were identified. 18 The useful limits of the three variables stated above were selected based on the information available in literatures and also by conducting a number of preliminary experiments. The limits, and actual & coded values of different factors are given in Table Developing the Design Matrix To determine the effects of factors (variables) on the response parameter, it was decided to use the statistical technique called central composite surface design to develop the design matrix. The matrix so developed was a 20 point central composite design which consists of a full factorial design 2 3 (8) plus 6 centre points and 6 star points. 19 The 20 experimental runs thus allowed the estimation of the linear, quadratic and two-way interactive effects of the various factors on properties. The design matrix so developed with coded values of the factors is given in Table Fabric Preparation Jute reed was subjected to softening treatment with 4% jute batching oil-in-water emulsion and then processed in a breaker card. To make jute needlepunched nonwoven, the breaker card sliver was fed to Dilo nonwoven plant comprising a roller and clearer card, a camel back cross-lapper and needle loom (Model number OD II/6). Twenty samples as per the design matrix (Table 2) were prepared using five levels of punch density, depth of needle penetration and mass per unit area Measurement of Compressional Behaviour The compression and recovery between 0 kpa and 200 kpa were measured on Instron tensile tester (Model No. 5567). The gauge length between stationary anvil and pressure foot was set at 0 mm. The needle-punched nonwoven sample was placed between 150 mm diameter stationary anvil and Factor Table 1 Actual and coded values of different factors Code Punch density (X 1 ) punches/cm 2 Depth of needle penetration (X 2 ), mm Mass per unit area (X 3 ), g/cm Sample No. Table 2 Constructional details of experimental fabrics Experimental run order Needling density punches/cm 2 Depth of needle penetration mm Mass per unit area g/m mm diameter pressure foot, which are well separated in the start of experiment. Then the pressure foot started moving downward at a speed of 2 mm per min. After reaching the maximum compressional load of 3532 N (exerts pressure of about 200 kpa), the pressure foot automatically started moving up with the same speed (2 mm/min), decreasing the load accordingly. A diagram, plotting the compressional load against thickness (Fig. 1), was available along with a report of compressional deformation at a required compressional load. Average of ten such diagrams was considered here. The initial thickness, compressed thickness and recovered/final thickness were available from this graph. Compressional parameter (α) and recovery parameter (β) were calculated from the best fit equations as suggested by Sengupta et al. 6,7, 13 For jute needle-punched fabrics, the following equations

3 SENGUPTA et al. : COMPRESSIONAL BEHAVIOUR OF JUTE NEEDLE-PUNCHED NONWOVEN FABRICS 413 are found to be best fit in describing the compression and recovery behaviour: Compression: T/T 0 = 1 α / log e (P/P 0 ) Recovery: T /T f = (P/P f ) -β where T 0 and T f are the initial and the final thicknesses at initial and final pressures P 0 and P f respectively; and T, the thickness at any pressure P. In the above equations, α and β are the dimensionless constants indicating the compression and recovery parameters of the fabric respectively. The per cent energy loss (E L ) during compression and recovery can be calculated as follows: E L (%) = [(E 1 E 2 )/ E 1 ] 100 Fig. 1 A typical experimental pressure-thickness curve of a jute needle-punched nonwoven fabric where E 1 is the potential energy stored during compression; and E 2, the energy recovered during recovery. These energies were measured as the area under the compression or recovery curves from Instron tester. The per cent loss in thickness (T L ) during compression and recovery is obtained by the following relationship: T L (%) = [(T 0 T F )/T 0 ] 100 where T F is the thickness after recovery or final thickness. All these data are shown in Table Development of Statistical Model Proposed Polynomial To correlate the effects of factors and the response, the following second order standard polynomial was considered 20 : y = b 0 + b 1 x 1 + b 2 x 2 + b 3 x 3 + b 11 x b 22 x b 33 x b 12 x 1 x 2 + b 13 x 1 x 3 + b 23 x 2 x 3 (1) where y represents the response and b 0, b 1, b 2,,b 23 are the coefficients of the model. Evaluation of Coefficients of Model The coefficients of main and interaction effects were determined by using the standard method. 21 Table 3 Various parameters expressing the compressional behaviour Sample number Initial thickness mm Compressed thickness mm Final thickness mm Compressional parameter (α) Recovery parameter (β) Energy loss % Thickness loss %

4 414 INDIAN J. FIBRE TEXT. RES., DECEMBER 2008 Table 4 shows the regression coefficients of the proposed model for different parameters. Correlation between Observed and Calculated Values The correlation coefficients between the observed values and the predicted values by proposed model are shown in Table 5. It shows a very good correlation. Checking the Adequacy of Models The analysis of variance (ANOVA) technique was used to check the adequacy of the developed models. The ANOVA results of proposed model are given in Table 6. Accordingly F-ratios of the developed models were calculated for 95% level of confidence and were compared with the corresponding tabulated values. If the calculated values of F-ratio did not exceed the corresponding tabulated value then the models were considered adequate. The tabulated value of F-ratio at 95% confidence level is For this purpose the F-ratio is defined as follows: F-ratio = Lack of fit (mean square) / Error (mean square) 3 Results and Discussion Table 3 shows the values of dependable parameters, i.e. compressional parameter (α), recovery parameter (β), energy loss (E L ) and thickness loss (T L ), obtained from the compression testing. To establish the relationships between the independent and the dependent variables, regression analysis was done. The regression coefficients (Table 4) were used in the quadratic Eq. (1) for the determination of predicted response values. The correlation coefficients between the observed values and the predicted values by proposed model illustrate a very Table 4 Regression coefficients of model Coefficient α β E L T L b b b b b b b b b b α Compressional parameter, β Recovery parameter, E L Energy loss, and T L Thickness loss. good correlation (Table 5). The values of the calculated correlation coefficient are much higher in all the cases than the standard value of correlation coefficient (i.e ) at 5% level and 18 degree of freedom. 22 It indicates that the observed values of needle-punched nonwoven has a real degree of association with the predicted values of the fabric. The significance of the effect of the variables was tested by F-ratios (Table 6). These quadratic equations were also used to arrive at possible combinations for each assessment and the respective response using these values. The contour diagrams were plotted to study the effect of variables on the responses (Figs 2 5). The regression coefficients have a value either positive or negative and accordingly have an effect on the experimental results. For a variable to have a significant effect, its coefficient must be greater than twice the standard error. However, the non-significant coefficients should not be eliminated altogether. The effects of variables or interaction of variables on compressional parameter (α), recovery parameter Table 5 Correlation coefficients between the observed values and the predicted values by proposed model Parameter Calculated correlation coefficient Correlation coefficient at 5% level and 18 degree of freedom 22 Remark Compressional parameter (α) Significant Recovery parameter (β) Significant Energy loss (E L ) Significant Thickness loss (T L ) Significant Parameters 1 st order term Table 6 ANOVA of the proposed model 2 nd order term Lack of fit Error F-ratio d.f α SS MS β E L T L SS MS SS MS SS MS d.f. Degree of freedom; SS Sum square, and MS Mean square.

5 SENGUPTA et al. : COMPRESSIONAL BEHAVIOUR OF JUTE NEEDLE-PUNCHED NONWOVEN FABRICS 415 (β), energy loss (%) and thickness loss (%) can effectively be interpreted and explained by regression coefficients and contours. The information available from contour diagrams regarding the interactions of parameters on compressional behaviour is very much useful to design a jute needle-punched nonwoven for various applications. Fig 2 Contours of compressional parameter (a) with mass per unit area 500 g/m 2, (b) with needle penetration 15 mm, and (c) with needling density 198 punches/cm Compressional Parameter Figure 2a shows the contour diagram of compressional parameter (α) of jute needle- punched nonwoven with respect to the workable range of needling density and depth of needle penetration for mass per unit area of 500 g/m 2. Similarly, Fig. 2b shows contour diagram of α with respect to mass per unit area and needling density for depth of needle penetration of 15 mm. Again, Fig. 2c shows the contours of α with respect to mass per unit area and depth of needle penetration for fabric with 198 punches/cm 2. From these diagrams, it is observed that with the increase in depth of needle penetration or needling density or mass per unit area, α initially decreases up to a minimum value and then it increases. Higher the needling density or depth of needle penetration, higher is the entanglement and consolidation and hence α is decreased initially. Beyond a certain value, the increase in above parameters also increases α, which may be due to fibre breakage in severe action of needles, resulting in lower consolidation as suggested by Purdy. 1 The same phenomenon has been observed by other workers and explained in similar way. 14,15 Higher mass per unit area offers more number of fibres to the needle barb to rearrange in vertical direction, resulting in higher consolidation. Hence, there is a decrease in α value. After a certain mass per unit area, needle penetration is much difficult and the fibre carrying capacity of the needle barb is reached to maximum and chances of fibre breakage increases, which causes lower consolidation and that is why there is an increase in α value. The center of minimum α is achieved using the combination of depth of needle penetration, mm; needling density, punches/cm 2 and mass per unit area, g/m 2. A deviation in either side of these combination results in the increase in compressibility for jute needle-punched cross-laid nonwoven fabric. 3.2 Recovery Parameter Contour diagrams of recovery parameter (β) with respect to the workable range of needling density and depth of needle penetration for mass per unit area of 500 g/m 2, and of mass per unit area and needling density for depth of needle penetration of 15 mm are shown in Figs 3a and 3b. Similarly, Fig. 3c demonstrates the effect of mass per unit area and depth of needle penetration on β of fabric with 198 punches/cm 2. It is observed from the figures that

6 416 INDIAN J. FIBRE TEXT. RES., DECEMBER 2008 β value decreases with the increase in needling density, depth of needle penetration and mass per unit area due to higher entanglement, resulting in more compact fabric structure. In case of very high (240 punches/cm2) or very low (100 punches/cm2) needling density, the increase in needle penetration above 15 mm or mass per unit area above 750 g/m2 shows increase in β value due to lower consolidation (Figs 3a and 3b). The minimum point is achieved using the parameters, depth of needle penetration, mm; needling density, 170 punches/cm2; and mass per unit area, g/m2. Fig. 3 Contours of recovery parameter (a) with mass per unit area 500 g/m2, (b) with needle penetration 15 mm, and (c) with needling density 198 punches/cm2 Fig. 4 Contours of energy loss (a) with mass per unit area 500 g/m2, (b) with needle penetration 15 mm, and (c) with needling density 198 punches/cm2

7 SENGUPTA et al. : COMPRESSIONAL BEHAVIOUR OF JUTE NEEDLE-PUNCHED NONWOVEN FABRICS Energy Loss Energy loss is basically the difference between the energy stored during compression and energy gained during recovery. Contour diagrams of energy loss due to one complete compression-recovery cycle have been shown in Figs 4a 4c in different combinations of needling density, depth of needle penetration and mass per unit area. This effect basically depends on the complicated and combined interaction of energy gain by compression and energy loss by recovery. As needling density is increased within the workable range, energy loss always decreases. With the increase in needle penetration, mass per unit area or depth of needle penetration, the energy loss increases due to more compact structure of fabric, which requires higher energy to compress. In low mass per unit area (around 400 g/m 2 ), the increase in needling density above 210 punches/cm 2 or depth of needle penetration above 15 mm shows decrease in energy loss value (Figs 4b and 4c) due to lower consolidation in structure. 3.4 Thickness Loss Effect of needling density, depth of needle penetration and mass per unit area on thickness loss due to one compression-recovery cycle of jute needlepunched nonwoven fabric is shown in Figs 5a 5c. With the increase in any of these parameters, the thickness loss always decreases. Thickness loss denotes the difference between initial thickness and final thickness after recovery. As any of these parameters increases, the structure of fabric becomes more compact. This resists compression and facilitates recovery, resulting in lower thickness loss. Figure 5a shows that the increase in needling density for any depth of needle penetration has hardly any effect on thickness loss. Fig. 5 Contours of thickness loss (a) with mass per unit area 500 g/m 2, (b) with needle penetration 15 mm, and (c) with needling density 198 punches/cm 2 4 Conclusions 4.1 Statistical models are developed relating the compressional behaviour (compressional parameter or recovery parameter or energy loss or thickness loss) and three effective independent parameters, i.e. needling density, depth of needle penetration and mass per unit area of jute cross-laid needle-punched nonwoven. From this model, one can understand the effects of different parameters on compressional behaviour and can also predict the compressional behaviour approximately knowing the values of factors or parameters. 4.2 The information available from contour diagrams regarding the interactions of parameters on compressional behaviour is very much useful to design a jute needle-punched nonwoven for various applications.

8 418 INDIAN J. FIBRE TEXT. RES., DECEMBER It is found that mm depth of needle penetration, punches/cm 2 needling density and g/m 2 mass per unit area is a very critical combination which might be considered for minimum compressibility because deviation from any of the variables may be responsible for the increase in compressional behaviour. 4.4 In general, with the increase in needling density or depth of needle penetration or mass per unit area, compressional parameter decreases, recovery parameter decreases, energy loss increases and thickness loss decreases. 4.5 In case of high needling density (around 230 punches/cm 2 ), the increase in mass per unit area above 750 g/m 2 or needle penetration above 15 mm shows increase in both compressional and recovery parameters. 4.6 In low mass per unit area (around 400 g/m 2 ), the increase in needling density above 210 punches/cm 2 or depth of needle penetration above 15 mm shows decrease in energy loss value. 4.7 Increase in needling density for any depth of needle penetration has hardly any effect on thickness loss. Industrial Importance: This study will be helpful in designing the jute needle-punched nonwoven fabric for better performance with respect to compressional behaviour which is an important property for some industrial uses. Acknowledgement One of the authors (SS) expresses his sincere gratitude to Dr S K Bhattacharyya, Director, National Institute of Research on Jute and Allied Fibre Technology, Kolkata, for providing study leave to carry out this work. References 1 Purdy A T, Needle-punching (The Textile Institute, Manchester), 1980, Raumann G, Some tensile test methods for geotextiles, paper presented at the 8th Technological Symposium on Nonwoven Fabrics for the Future, Kissimmee, Florida, USA, March McGown A, Andrawes K Z & Kabir M H, Load-extension testing of geotextiles confined in-soil, paper presented at the 2nd International Conference on Geotextiles, IFAI, Las Vegas, Nevada, USA, 1-6 August Raumann G, In plane permeability of compressed geotextiles, paper presented at the 2nd International Conference on Geotextiles, IFAI, Las Vegas, Nevada, USA, 1-6 August McGown A, Kabir M H & Murray R T, Compressibility and hydraulic conductivity of geotextiles, paper presented at the 2nd International Conference on Geotextiles, IFAI, Las Vegas, Nevada, USA, 1-6 August Kothari V K & Das A, J Text Inst, 84 (1) (1993) Kothari V K & Das A, Geotext Geomembr, 11 (1992) Kothari V K & Das A, Geotext Geomembr, 12 (1993) Van Wyk C M, J Text Inst, 37 (1946) T Dunlop J I, J Text Inst, 74 (1983) Ganguly P K & Samajpati S, A versatile and cost effective route of jute diversification, paper presented at the seminar on Technology Today-Transfer Tomorrow, Calcutta, 2 February Pandey S N, Samajpati S & Ganguly P K, Potential for use of natural fibres in civil engineering and geotextile, Proceedings, National Conference on Jute and Allied Fibres (JTRL, Calcutta), Sengupta S, Majumdar P K & Ray P, Manmade Textiles in India, 48 (10) (2005) Ganguly P K, Sengupta S & Samajpati S, Indian J Fibre Text Res, 22 (3) (1997) Ganguly P K, Sengupta S & Samajpati S, Indian J Fibre Text Res, 24 (1) (1999) Sengupta S, Samajpati S & Ganguly P K, Indian J Fibre Text Res, 24 (2) (1999) Indian Standards Specifications IS: 271 (Bureau of Indian Standards, New Delhi), Sengupta S, Ray P & Majumdar P K, Asian Text J, 14 (6) (2005) Lunenschloss J & Albrecht W, Nonwoven Bonded Fabics (Ellis Horwood Ltd., England), Devies O L, The Design and Analysis of Industrial Experiments (Longman Group Ltd., New York) 1978, 508 & Cochran W G & Cox G M, Experimental Design (Asia Publishing House, Bombay, India), 1963, Chambers E G, Statistical Calculation for Beginners (The University Press, Cambridge), 1958, 61.

We are IntechOpen, the world s leading publisher of Open Access books Built by scientists, for scientists. International authors and editors

We are IntechOpen, the world s leading publisher of Open Access books Built by scientists, for scientists. International authors and editors We are IntechOpen, the world s leading publisher of Open Access books Built by scientists, for scientists 3,900 116,000 120M Open access books available International authors and editors Downloads Our

More information

Modelling of tensile properties of needle-punched nonwovens using artificial neural networks

Modelling of tensile properties of needle-punched nonwovens using artificial neural networks Indian Journal of Fibre & Textile Research Vol. 25, March 2000, pp.3 1-36 Modelling of tensile properties of needle-punched nonwovens using artificial neural networks S Debnath, M Madhusoothanan" & V R

More information

Study on the Bursting Strength of Jute Fabric Asis Mukhopadhyay 1, Biwapati Chatterjee 2, Prabal Kumar Majumdar 3 1 Associate Professor,

Study on the Bursting Strength of Jute Fabric Asis Mukhopadhyay 1, Biwapati Chatterjee 2, Prabal Kumar Majumdar 3 1 Associate Professor, American International Journal of Research in Science, Technology, Engineering & Mathematics Availale online at http://www.iasir.net ISSN (Print): 38-3491, ISSN (Online): 38-3580, ISSN (CD-ROM): 38-369

More information

Static and kinetic frictional characteristics of staple fibres and woven fabrics

Static and kinetic frictional characteristics of staple fibres and woven fabrics Indian Journal of Fibre & Textile Research Vol. 32, March 2007, pp. 80-87 Static and kinetic frictional characteristics of staple fibres and woven fabrics A Das a & S M Ishtiaque Department of Textile

More information

Evaluation of Bending Modulus of Needle-Punched Fabrics Using Two Simply Supported Beam Method

Evaluation of Bending Modulus of Needle-Punched Fabrics Using Two Simply Supported Beam Method Mohaad Ghane, R. Saghafi, M. Zarrebini, Dariush Semnani Department of Textile Engineering, Isfahan University of Technology, Isfahan, Iran E-mail: m-ghane@cc.iut.cc.ir Evaluation of Bending Modulus of

More information

Study of the effect of machining parameters on material removal rate and electrode wear during Electric Discharge Machining of mild steel

Study of the effect of machining parameters on material removal rate and electrode wear during Electric Discharge Machining of mild steel Journal of Engineering Science and Technology Review 5 (1) (2012) 14-18 Research Article JOURNAL OF Engineering Science and Technology Review www.jestr.org Study of the effect of machining parameters on

More information

GB/T / ISO 527-1:1993

GB/T / ISO 527-1:1993 Translated English of Chinese Standard: GB/T1040.1-2006 www.chinesestandard.net Sales@ChineseStandard.net GB NATIONAL STANDARD OF THE PEOPLE S REPUBLIC OF CHINA ICS 83.080.01 G 31 GB/T 1040.1-2006 / ISO

More information

REGRESSION ANALYSIS OF SHORT TERM TIME-SETTLEMENT RESPONSE OF SOFT CLAYEY SOIL AT CONSTANT LOADING CONDITION

REGRESSION ANALYSIS OF SHORT TERM TIME-SETTLEMENT RESPONSE OF SOFT CLAYEY SOIL AT CONSTANT LOADING CONDITION International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 10, October 2018, pp. 182 1840, Article ID: IJCIET_09_10_182 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=10

More information

International Journal of Scientific & Engineering Research, Volume 5, Issue 1, January ISSN

International Journal of Scientific & Engineering Research, Volume 5, Issue 1, January ISSN International Journal of Scientific & Engineering Research, Volume 5, Issue 1, January-214 29 An Experimental Analysis of Stress Relaxation in Nonwoven Fabrics Sajid Ahmed Qureshi ABSTRACT - The current

More information

CHAPTER 4 EXPERIMENTAL DESIGN. 4.1 Introduction. Experimentation plays an important role in new product design, manufacturing

CHAPTER 4 EXPERIMENTAL DESIGN. 4.1 Introduction. Experimentation plays an important role in new product design, manufacturing CHAPTER 4 EXPERIMENTAL DESIGN 4.1 Introduction Experimentation plays an important role in new product design, manufacturing process development and process improvement. The objective in all cases may be

More information

Analysis of parameters influencing the jamming effect in circular braids

Analysis of parameters influencing the jamming effect in circular braids This paper is part of the Proceedings of the 2 International Conference on nd High Performance and Optimum Design of Structures and Materials (HPSM 2016) www.witconferences.com Analysis of parameters influencing

More information

International Journal of Advance Engineering and Research Development. Class Wise - Classimate Faults and their Physical Properties

International Journal of Advance Engineering and Research Development. Class Wise - Classimate Faults and their Physical Properties Scientific Journal of Impact Factor(SJIF): 3.134 e-issn(o): 2348-4470 p-issn(p): 2348-6406 International Journal of Advance Engineering and Research Development Volume 2,Issue 11, November -2015 Class

More information

ALIGNED FLAX FIBRE/POLYLACTATE COMPOSITES A MATERIALS MODEL SYSTEM TO SHOW THE POTENTIAL OF BIOCOMPOSITES IN ENGINEERING APPLICATIONS

ALIGNED FLAX FIBRE/POLYLACTATE COMPOSITES A MATERIALS MODEL SYSTEM TO SHOW THE POTENTIAL OF BIOCOMPOSITES IN ENGINEERING APPLICATIONS ALIGNED FLAX FIBRE/POLYLACTATE COMPOSITES A MATERIALS MODEL SYSTEM TO SHOW THE POTENTIAL OF BIOCOMPOSITES IN ENGINEERING APPLICATIONS Bo Madsen 1, Hans Lilholt 1, Anders Thygesen 2, Elaine Arnold 3, Brendon

More information

Statistical Fatigue Experiment Design in Medium Density Fiberboard

Statistical Fatigue Experiment Design in Medium Density Fiberboard Materials Research, Vol. 3, No. 3, 84-91, 2000. 2000 Statistical Fatigue Experiment Design in Medium Density Fiberboard Mariano Martínez Espinosa a, Carlito Calil Jr. b a Instituto de Física de São Carlos,

More information

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4

More information

Module 5. Flanged Beams Theory and Numerical Problems. Version 2 CE IIT, Kharagpur

Module 5. Flanged Beams Theory and Numerical Problems. Version 2 CE IIT, Kharagpur Module 5 Flanged Beams Theory and Numerical Problems Lesson 10 Flanged Beams Theory Instructional Objectives: At the end of this lesson, the student should be able to: identify the regions where the beam

More information

Prediction of fabric hand characteristics using extraction principle

Prediction of fabric hand characteristics using extraction principle Indian Journal of Fibre & Textile Research Vol. 41, March 2016, pp. 33-39 Prediction of fabric hand characteristics using extraction principle Apurba Das a, Abhijit Majumdar & Sukumar Roy Department of

More information

REGRESSION MODELING FOR STRENGTH AND TOUGHNESS EVALUATION OF HYBRID FIBRE REINFORCED CONCRETE

REGRESSION MODELING FOR STRENGTH AND TOUGHNESS EVALUATION OF HYBRID FIBRE REINFORCED CONCRETE REGRESSION MODELING FOR STRENGTH AND TOUGHNESS EVALUATION OF HYBRID FIBRE REINFORCED CONCRETE S. Eswari 1, P. N. Raghunath and S. Kothandaraman 1 1 Department of Civil Engineering, Pondicherry Engineering

More information

Investigation of Compressional Creep Behaviour of Persian Hand-woven Carpet During Simulated Storage under Different Environmental Conditions

Investigation of Compressional Creep Behaviour of Persian Hand-woven Carpet During Simulated Storage under Different Environmental Conditions S. A. Mojabi, Saees Shaikhzadeh Najar1, S. Hosseini Hashemi2, A. Rashidi3 S. J. Bassam4 Dept. of Carpet, Islamic Azad University Najafabad branch, Isfahan, IRAN E-mail: sa-majabi@iaun.ac.ir 1 Dept. of

More information

IGC. 50 th INDIAN GEOTECHNICAL CONFERENCE BEARING CAPACITY OF SQUARE FOOTING RESTING ON GEOGRID- REINFORCED SAND

IGC. 50 th INDIAN GEOTECHNICAL CONFERENCE BEARING CAPACITY OF SQUARE FOOTING RESTING ON GEOGRID- REINFORCED SAND INDIAN GEOTECHNICAL CONFEENCE BEAING CAPACITY OF SQUAE FOOTING ESTING ON GEOGID- EINFOCED SAND. Sahu 1, C.. Patra 2, B.P. Sethy 3 ABSTACT Since the original work by Binuet and Lee (1975), a number of studies

More information

UNIVERSITY OF CALCUTTA

UNIVERSITY OF CALCUTTA UNIVERSITY OF CALCUTTA ACADEMIC DEPARTMENT FACULTY ACADEMIC PROFILE/ CV Full name of the faculty member: BHASKAR CHANDRA DAS Designation: ASSOCIATE PROFESSOR & HEAD Specialisation : Reaction Engineering,

More information

Prediction of thermo-physiological properties of plated knits by different neural network architectures

Prediction of thermo-physiological properties of plated knits by different neural network architectures Indian Journal of Fibre & Textile Research Vol. 43, March 2018, pp. 44-52 Prediction of thermo-physiological properties of plated knits by different neural network architectures Y Jhanji 1,a, D Gupta 2

More information

Prediction of static response of Laced Steel-Concrete Composite beam using effective moment of inertia approach

Prediction of static response of Laced Steel-Concrete Composite beam using effective moment of inertia approach Prediction of static response of Laced Steel-Concrete Composite beam using effective moment of inertia approach Thirumalaiselvi A 1, 2, Anandavalli N 1,2, Rajasankar J 1,2, Nagesh R. Iyer 2 1 Academy of

More information

Module 6. Shear, Bond, Anchorage, Development Length and Torsion. Version 2 CE IIT, Kharagpur

Module 6. Shear, Bond, Anchorage, Development Length and Torsion. Version 2 CE IIT, Kharagpur Module 6 Shear, Bond, Anchorage, Development Length and Torsion Lesson 15 Bond, Anchorage, Development Length and Splicing Instruction Objectives: At the end of this lesson, the student should be able

More information

CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles

CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles Mark Hughes 14 th March 2017 Today s learning outcomes To understand the role of reinforcement, matrix and

More information

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Scientific Cooperations Journal of Civil Engineering and Architecture, Vol. 1, Issue. 1, August-2015 31 Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Naeini, Seyed Abolhasan

More information

A Note on Void Ratio of Fibre-Reinforced Soils

A Note on Void Ratio of Fibre-Reinforced Soils Int. J. of Geosynth. and Ground Eng. (205) :29 DOI 0.007/s4089-05-0030-6 TECHNICAL NOTE A Note on Void Ratio of Fibre-Reinforced Soils Sanjay Kumar Shukla Mohamed A. Shahin 2 Hazim Abu-Taleb 2 Received:

More information

Experimental measurement of parameters governing flow rates and partial saturation in paper-based microfluidic devices

Experimental measurement of parameters governing flow rates and partial saturation in paper-based microfluidic devices Experimental measurement of parameters governing flow rates and partial saturation in paper-based microfluidic devices Dharitri Rath 1, Sathishkumar N 1, Bhushan J. Toley 1* 1 Department of Chemical Engineering

More information

The Influence of Contact Friction on the Breakage Behavior of Brittle Granular Materials using DEM

The Influence of Contact Friction on the Breakage Behavior of Brittle Granular Materials using DEM The Influence of Contact Friction on the Breakage Behavior of Brittle Granular Materials using DEM *Yi-Ming Liu 1) and Hua-Bei Liu 2) 1), 2) School of Civil Engineering and Mechanics, Huazhong University

More information

Analysis of Load-Settlement Relationship for Unpaved Road Reinforced with Geogrid

Analysis of Load-Settlement Relationship for Unpaved Road Reinforced with Geogrid ISGSR7 First International Symposium on Geotechnical Safety & Risk Oct. 8~9, 7 Shanghai Tongji University, China Analysis of Load-Settlement Relationship for Unpaved Road Reinforced with Geogrid Y. C.

More information

CHAPTER 5 NON-LINEAR SURROGATE MODEL

CHAPTER 5 NON-LINEAR SURROGATE MODEL 96 CHAPTER 5 NON-LINEAR SURROGATE MODEL 5.1 INTRODUCTION As set out in the research methodology and in sequent with the previous section on development of LSM, construction of the non-linear surrogate

More information

Non- Dimension Chart to Determine the Thickness of CNS Soil to Minimize the Effect of Expansive Soil Exerted on Circular Footing

Non- Dimension Chart to Determine the Thickness of CNS Soil to Minimize the Effect of Expansive Soil Exerted on Circular Footing Non- Dimension Chart to Determine the Thickness of CNS Soil to Minimize the Effect of Expansive Soil Exerted on Circular Footing Talal Y.Masoud Abstract This paper is concerned with the investigating the

More information

Engineer. Engineering. Engineering. (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer

Engineer. Engineering. Engineering. (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer Engineer (in-ja-neer ) A person trained and skilled in any of the various branches of engineering: a civil engineer (Random House Webster s College Dictionary, 1991) CE100 Introduction to Civil Geotechnical

More information

INFLUENCE KINDS OF MATERIALS ON THE POISSON S RATIO OF WOVEN FABRICS

INFLUENCE KINDS OF MATERIALS ON THE POISSON S RATIO OF WOVEN FABRICS ISSN 1846-6168 (Print), ISSN 1848-5588 (Online) ID: TG-217816142553 Original scientific paper INFLUENCE KINDS OF MATERIALS ON THE POISSON S RATIO OF WOVEN FABRICS Željko PENAVA, Diana ŠIMIĆ PENAVA, Željko

More information

Innovative Technique for Analysis of Retaining Wall using Dimensional Analysis

Innovative Technique for Analysis of Retaining Wall using Dimensional Analysis International Journal of Scientific and Research Publications, Volume 3, Issue 7, July 2013 1 Innovative Technique for Analysis of Retaining Wall using Dimensional Analysis Siddhesh P. Narvekar, Dr. Manoj

More information

GEOTEXTILE-REINFORCED EMBANKMENTS ON SOFT CLAYS - EFFECTS OF A FOUNDATION SOIL CRUST STRENGTHENED BY LIME DIFFUSION

GEOTEXTILE-REINFORCED EMBANKMENTS ON SOFT CLAYS - EFFECTS OF A FOUNDATION SOIL CRUST STRENGTHENED BY LIME DIFFUSION Technical Paper by A. Edinçliler and E. Güler GEOTEXTILE-REINFORCED EMBANKMENTS ON SOFT CLAYS - EFFECTS OF A FOUNDATION SOIL CRUST STRENGTHENED BY LIME DIFFUSION ABSTRACT: This paper presents the results

More information

Evaluation of Vertical Compressive Stress on Stabilized Subgrade in Pavement System

Evaluation of Vertical Compressive Stress on Stabilized Subgrade in Pavement System Evaluation of Vertical Compressive Stress on Stabilized Subgrade in Pavement System Mohan M 1, Dr.Manjesh L 2, Deeksha I M 3 1Research Scholar,Department of Civil Engineering, University Visvesvaraya College

More information

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay 56 Module 4: Lecture 7 on Stress-strain relationship and Shear strength of soils Contents Stress state, Mohr s circle analysis and Pole, Principal stressspace, Stress pathsin p-q space; Mohr-Coulomb failure

More information

Image Analysis Technique for Evaluation of Air Permeability of a Given Fabric

Image Analysis Technique for Evaluation of Air Permeability of a Given Fabric International Journal of Engineering Research and Development ISSN: 2278-067X, Volume 1, Issue 10 (June 2012), PP.16-22 www.ijerd.com Image Analysis Technique for Evaluation of Air Permeability of a Given

More information

MULTI-SCALE MODELLING OF FIBRE BUNDLES

MULTI-SCALE MODELLING OF FIBRE BUNDLES THE 19 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS MULTI-SCALE MODELLING OF FIBRE BUNDLES N. D. Chakladar 1, P. Mandal 1 *, P. Potluri 2 1 School of Mechanical, Aerospace and Civil Engineering,

More information

Simultaneous Estimation of Residual Solvents (Isopropyl Alcohol and Dichloromethane) in Dosage Form by GC-HS-FID

Simultaneous Estimation of Residual Solvents (Isopropyl Alcohol and Dichloromethane) in Dosage Form by GC-HS-FID Asian Journal of Chemistry Vol. 21, No. 3 (2009), 1739-1746 Simultaneous Estimation of Residual Solvents (Isopropyl Alcohol and Dichloromethane) in Dosage Form by GC-HS-FID PRAVEEN KUMAR BALIYAN*, R.P.

More information

First Year Examination Department of Statistics, University of Florida

First Year Examination Department of Statistics, University of Florida First Year Examination Department of Statistics, University of Florida May 6, 2011, 8:00 am - 12:00 noon Instructions: 1. You have four hours to answer questions in this examination. 2. You must show your

More information

Mohsen Shanbeh, Hossein Hasani, and Somayeh Akhavan Tabatabaei

Mohsen Shanbeh, Hossein Hasani, and Somayeh Akhavan Tabatabaei Modelling and Simulation in Engineering Volume 2011, Article ID 591905, 8 pages doi:10.1155/2011/591905 Research Article Modelling and Predicting the Breaking Strength and Mass Irregularity of Cotton Rotor-Spun

More information

Holliday s engine mapping experiment revisited: a design problem with 2-level repeated measures data

Holliday s engine mapping experiment revisited: a design problem with 2-level repeated measures data Int. J. Vehicle Design, Vol. 40, No. 4, 006 317 Holliday s engine mapping experiment revisited: a design problem with -level repeated measures data Harvey Goldstein University of Bristol, Bristol, UK E-mail:

More information

Internal and Interface Shear Strength of Geosynthetic Clay Liners (GCLs): Additional Data

Internal and Interface Shear Strength of Geosynthetic Clay Liners (GCLs): Additional Data Internal and Interface Shear Strength of Geosynthetic Clay Liners (GCLs): Additional Data by John McCartney Jorge Zornberg Robert H. Swan, Jr. A report submitted to the Department of Civil, Environmental

More information

Optimization of extraction parameters for dye from Pterocarpus santalinus L.f. (red sanders) wood using response surface methodology

Optimization of extraction parameters for dye from Pterocarpus santalinus L.f. (red sanders) wood using response surface methodology ISSN (E): 349 1183 ISSN (P): 349 965 4(1): 31 36, 017 DOI: 10.71/tpr.017.v4.i1.005 Research article Optimization of extraction parameters for dye from Pterocarpus santalinus L.f. (red sanders) wood using

More information

Oedometer and direct shear tests to the study of sands with various viscosity pore fluids

Oedometer and direct shear tests to the study of sands with various viscosity pore fluids 3 r d International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Oedometer and direct shear tests to the study of sands with various viscosity pore fluids Rozhgar Abdullah

More information

INVESTIGATION OF SATURATED, SOFT CLAYS UNDER EMBANKMENTS. Zsolt Rémai Budapest University of Technology and Economics Department of Geotechnics

INVESTIGATION OF SATURATED, SOFT CLAYS UNDER EMBANKMENTS. Zsolt Rémai Budapest University of Technology and Economics Department of Geotechnics INVESTIGATION OF SATURATED, SOFT CLAYS UNDER EMBANKMENTS PhD thesis Zsolt Rémai Budapest University of Technology and Economics Department of Geotechnics Budapest December, 2012 1. IMPORTANCE OF THE RESEARCH

More information

Pullout Tests of Geogrids Embedded in Non-cohesive Soil

Pullout Tests of Geogrids Embedded in Non-cohesive Soil Archives of Hydro-Engineering and Environmental Mechanics Vol. 51 (2004), No. 2, pp. 135 147 Pullout Tests of Geogrids Embedded in Non-cohesive Soil Angelika Duszyńska, Adam F. Bolt Gdansk University of

More information

Embedded Foundation with Different Parameters under Dynamic Excitations

Embedded Foundation with Different Parameters under Dynamic Excitations 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2287 Embedded Foundation with Different Parameters under Dynamic Excitations Jaya K P 1 and Meher Prasad

More information

Statistical Modeling and Differential Evolution Optimization of Reactive Extraction of Glycolic Acid

Statistical Modeling and Differential Evolution Optimization of Reactive Extraction of Glycolic Acid International Conference on Biology, Environment and Chemistry IPCBEE vol.4 () ()IACSIT Press, Singapoore Statistical Modeling and Differential Evolution Optimization of Reactive Extraction of Glycolic

More information

Response Surface Methodology

Response Surface Methodology Response Surface Methodology Bruce A Craig Department of Statistics Purdue University STAT 514 Topic 27 1 Response Surface Methodology Interested in response y in relation to numeric factors x Relationship

More information

CAPACITY DESIGN FOR TALL BUILDINGS WITH MIXED SYSTEM

CAPACITY DESIGN FOR TALL BUILDINGS WITH MIXED SYSTEM 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 2367 CAPACITY DESIGN FOR TALL BUILDINGS WITH MIXED SYSTEM M.UMA MAHESHWARI 1 and A.R.SANTHAKUMAR 2 SUMMARY

More information

Efficacy of nonwoven materials as sound insulator

Efficacy of nonwoven materials as sound insulator Indian Journal of Fibre & Textile Research Vol. 32, June 2007, pp. 202-206 Efficacy of nonwoven materials as sound insulator M D Teli a, A Pal & Dipankar Roy Department of Fibres and Textile Processing

More information

(Refer Slide Time: 02:18)

(Refer Slide Time: 02:18) Geology and Soil Mechanics Prof. P. Ghosh Department of Civil Engineering Indian Institute of Technology Kanpur Lecture 40 Shear Strength of Soil - C Keywords: Shear strength of soil, direct shear test,

More information

Factor analysis and multiple linear regression modeling

Factor analysis and multiple linear regression modeling IieghnalCharacterimàonofWaterQua!ity(Vrooeeàiniso{ths Baltimore Symposium, May 1989). IAHSPubl.no.182,1989. analysis and multiple linear regression modeling Dr.K.S.V.Basivi Reddy Pri ncipal Kakatiya Institute

More information

Behaviour of simple population models under ecological processes

Behaviour of simple population models under ecological processes J. Biosci., Vol. 19, Number 2, June 1994, pp 247 254. Printed in India. Behaviour of simple population models under ecological processes SOMDATTA SINHA* and S PARTHASARATHY Centre for Cellular and Molecular

More information

Sleep data, two drugs Ch13.xls

Sleep data, two drugs Ch13.xls Model Based Statistics in Biology. Part IV. The General Linear Mixed Model.. Chapter 13.3 Fixed*Random Effects (Paired t-test) ReCap. Part I (Chapters 1,2,3,4), Part II (Ch 5, 6, 7) ReCap Part III (Ch

More information

Unreplicated 2 k Factorial Designs

Unreplicated 2 k Factorial Designs Unreplicated 2 k Factorial Designs These are 2 k factorial designs with one observation at each corner of the cube An unreplicated 2 k factorial design is also sometimes called a single replicate of the

More information

Forecasting the Prices of Indian Natural Rubber using ARIMA Model

Forecasting the Prices of Indian Natural Rubber using ARIMA Model Available online at www.ijpab.com Rani and Krishnan Int. J. Pure App. Biosci. 6 (2): 217-221 (2018) ISSN: 2320 7051 DOI: http://dx.doi.org/10.18782/2320-7051.5464 ISSN: 2320 7051 Int. J. Pure App. Biosci.

More information

Vehicle Arrival Models : Count

Vehicle Arrival Models : Count Transportation System Engineering 34. Vehicle Arrival Models : Count Chapter 34 Vehicle Arrival Models : Count h 1 h 2 h 3 h 4 h 5 h 6 h 7 h 8 h 9 h 10 t 1 t 2 t 3 t 4 Time Figure 34.1: Illustration of

More information

Experimental Device for Measuring Sandy Soil Sinkage Parameters

Experimental Device for Measuring Sandy Soil Sinkage Parameters Bull. Fac. Agr., Saga Univ. No Experimental Device for Measuring Sandy Soil Sinkage Parameters Nang Nguyen Van, Takaaki MATSUO, Tatsuya KOUMOTO * and Shigeki INABA ** (Laboratory of Agricultural Machinery,

More information

THE BEHAVIOUR OF FLEXIBLE PAVEMENT BY NONLINEAR FINITE ELEMENT METHOD

THE BEHAVIOUR OF FLEXIBLE PAVEMENT BY NONLINEAR FINITE ELEMENT METHOD International Journal of Latest Research in Science and Technology Volume 3, Issue 1: Page No.537,January-February 214 http://www.mnkjournals.com/ijlrst.htm ISSN (Online):2278299 THE BEHAVIOUR OF FLEXIBLE

More information

Changes in soil deformation and shear strength by internal erosion

Changes in soil deformation and shear strength by internal erosion Changes in soil deformation and shear strength by internal erosion C. Chen & L. M. Zhang The Hong Kong University of Science and Technology, Hong Kong, China D. S. Chang AECOM Asia Company Ltd., Hong Kong,

More information

Behavioral Study of Cylindrical Tanks by Beam on Elastic Foundation

Behavioral Study of Cylindrical Tanks by Beam on Elastic Foundation Behavioral Study of Cylindrical Tanks by Beam on Elastic Foundation Prof. S. C. Gupta, Imran Hussain, Durga Prasad Panday Sr. Associate Professor, Department of Civil Engineering Research Scholar M.Tech

More information

Interface properties between a steel pre-stressing strand and an epoxy matrix.

Interface properties between a steel pre-stressing strand and an epoxy matrix. Interface properties between a steel pre-stressing strand and an epoxy matrix. J. Van Vooren 1, B. Van Vooren 2, D. Van Hemelrijck 1, 1 Free University of Brussel, Dept. of Mechanics of Materials and Constructions,

More information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS EDEXCEL NATIONAL CERTIICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQ LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS 1. Be able to determine the effects of loading in static engineering

More information

Influence of cutting parameters on thrust force and torque in drilling of E-glass/polyester composites

Influence of cutting parameters on thrust force and torque in drilling of E-glass/polyester composites Indian Journal of Engineering & Materials Sciences Vol. 17, December 2010, pp. 463-470 Influence of cutting parameters on thrust force and torque in drilling of E-glass/polyester composites S Jayabal*

More information

Probability Methods in Civil Engineering Prof. Dr. Rajib Maity Department of Civil Engineering Indian Institution of Technology, Kharagpur

Probability Methods in Civil Engineering Prof. Dr. Rajib Maity Department of Civil Engineering Indian Institution of Technology, Kharagpur Probability Methods in Civil Engineering Prof. Dr. Rajib Maity Department of Civil Engineering Indian Institution of Technology, Kharagpur Lecture No. # 36 Sampling Distribution and Parameter Estimation

More information

FLEXURAL BEHAVIOR OF NEEDLE PUNCH GLASS/JUTE HYBRID MAT COMPOSITES

FLEXURAL BEHAVIOR OF NEEDLE PUNCH GLASS/JUTE HYBRID MAT COMPOSITES FLEXURAL BEHAVIOR OF NEEDLE PUNCH GLASS/JUTE HYBRID MAT COMPOSITES Defang Zhao 1, Kai Mao 1, Zhilan Xu 1, Zhiyuan Zhang 1, Yuqiu Yang 2, Hiroyuki Hamada 1 1 Advanced Fibro-Science, Kyoto Institute of Technology,

More information

3 Time Series Regression

3 Time Series Regression 3 Time Series Regression 3.1 Modelling Trend Using Regression Random Walk 2 0 2 4 6 8 Random Walk 0 2 4 6 8 0 10 20 30 40 50 60 (a) Time 0 10 20 30 40 50 60 (b) Time Random Walk 8 6 4 2 0 Random Walk 0

More information

Verification of a Micropile Foundation

Verification of a Micropile Foundation Engineering manual No. 36 Update 02/2018 Verification of a Micropile Foundation Program: File: Pile Group Demo_manual_en_36.gsp The objective of this engineering manual is to explain the application of

More information

FAVIMAT (AI)ROBOT2 FAVIGRAPH. Automatic Single-Fibre Testers

FAVIMAT (AI)ROBOT2 FAVIGRAPH. Automatic Single-Fibre Testers FAVIMAT (AI)ROBOT2 FAVIGRAPH Automatic Single-Fibre Testers Single-Fibre Testers FAVIMAT and FAVIGRAPH The FAVIMAT testing methods Testing and evaluation of a wide range of fibre properties are essential

More information

Instructor : Dr. Jehad Hamad. Chapter (7)

Instructor : Dr. Jehad Hamad. Chapter (7) Instructor : Dr. Jehad Hamad Chapter (7) 2017-2016 Soil Properties Physical Properties Mechanical Properties Gradation and Structure Compressibility Soil-Water Relationships Shear Strength Bearing Capacity

More information

Hydraulics Prof. Dr. Arup Kumar Sarma Department of Civil Engineering Indian Institute of Technology, Guwahati

Hydraulics Prof. Dr. Arup Kumar Sarma Department of Civil Engineering Indian Institute of Technology, Guwahati Hydraulics Prof. Dr. Arup Kumar Sarma Department of Civil Engineering Indian Institute of Technology, Guwahati Module No. # 08 Pipe Flow Lecture No. # 05 Water Hammer and Surge Tank Energy cannot be consumed

More information

International journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online

International journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online RESEARCH ARTICLE ISSN: 2321-7758 AN INVESTIGATION ON STRENGTH CHARACTERISTICS OF BASALT FIBRE REINFORCED CONCRETE SANGAMESH UPASI 1, SUNIL KUMAR H.S 1, MANJUNATHA. H 2, DR.K.B.PRAKASH 3 1 UG Students,

More information

The Effects of Different Surcharge Pressures on 3-D Consolidation of Soil

The Effects of Different Surcharge Pressures on 3-D Consolidation of Soil The Effects of Different Surcharge Pressures on 3-D Consolidation of Soil Arpan Laskar *1 and Sujit Kumar Pal 2 *1 Department of Civil Engineering, National Institute of Technology Agartala, Tripura, India.

More information

Experimental study of sand deformations during a CPT

Experimental study of sand deformations during a CPT 3 rd International Symposium on Cone Penetration Testing, Las Vegas, Nevada, USA - 2014 Experimental study of sand deformations during a CPT A.V. Melnikov & G.G. Boldyrev Penza State University of Architecture

More information

Optimization of the Compressive Strength of Concrete Made With Aggregates from Oji-River Gravel Piths

Optimization of the Compressive Strength of Concrete Made With Aggregates from Oji-River Gravel Piths International Journal of Scientific and Research Publications, Volume 4, Issue 3, March 2014 1 Optimization of the Compressive Strength of Concrete Made With Aggregates from Oji-River Gravel Piths 1 Adinna

More information

Modeling of Wire Electrical Discharge Machining Parameters Using Titanium Alloy (Ti-6AL-4V)

Modeling of Wire Electrical Discharge Machining Parameters Using Titanium Alloy (Ti-6AL-4V) Modeling of Wire Electrical Discharge Machining Parameters Using Titanium Alloy (Ti-6AL-4V) Basil Kuriachen 1, Dr. Josephkunju Paul 2, Dr.Jose Mathew 3 1 Research Scholar, Department of Mechanical Engineering,

More information

Computational approach to the mechanics of entangled materials

Computational approach to the mechanics of entangled materials Computational approach to the mechanics of entangled materials Carine Barbier, Rémy Dendievel & David Rodney SIMAP-GPM2 101, rue de la Physique, Domaine Universitaire, BP 46, 38 402 St-Martin d Hères Cedex

More information

Analytical and Numerical Investigations on the Vertical Seismic Site Response

Analytical and Numerical Investigations on the Vertical Seismic Site Response Analytical and Numerical Investigations on the Vertical Seismic Site Response Bo Han, Lidija Zdravković, Stavroula Kontoe Department of Civil and Environmental Engineering, Imperial College, London SW7

More information

COVARIANCE ANALYSIS. Rajender Parsad and V.K. Gupta I.A.S.R.I., Library Avenue, New Delhi

COVARIANCE ANALYSIS. Rajender Parsad and V.K. Gupta I.A.S.R.I., Library Avenue, New Delhi COVARIANCE ANALYSIS Rajender Parsad and V.K. Gupta I.A.S.R.I., Library Avenue, New Delhi - 110 012 1. Introduction It is well known that in designed experiments the ability to detect existing differences

More information

D DAVID PUBLISHING. Simulation of Accelerated Ageing of UV-Radiation for Photodegradable Geotextiles/Geomembranes. 1. Introduction

D DAVID PUBLISHING. Simulation of Accelerated Ageing of UV-Radiation for Photodegradable Geotextiles/Geomembranes. 1. Introduction Journal of Geological Resource and Engineering 1 (2016) 44-50 doi:10.17265/2328-2193/2016.01.005 D DAVID PUBLISHING Simulation of Accelerated Ageing of UV-Radiation for Photodegradable Geotextiles/Geomembranes

More information

Air Permeability and Acoustic Absorbing Behavior of Nonwovens

Air Permeability and Acoustic Absorbing Behavior of Nonwovens Journal of Fiber Bioengineering and Informatics Regular Article Air Permeability and Acoustic Absorbing Behavior of Nonwovens Shu Yang, Wei-Dong Yu * College of Textiles & Center of Soft Materials, Donghua

More information

SOME APPLICATIONS OF STATISTICAL DESIGN OF EXPERIMENT METHODOLOGY IN CIVIL ENGINEERING

SOME APPLICATIONS OF STATISTICAL DESIGN OF EXPERIMENT METHODOLOGY IN CIVIL ENGINEERING Congrès annuel de la Société canadienne de génie civil Annual Conference of the Canadian Society for Civil Engineering Moncton, Nouveau-Brunswick, Canada 4-7 juin 2003 / June 4-7, 2003 SOME APPLICATIONS

More information

Establishment of Intensity-Duration- Frequency Formula for Precipitation in Puthimari Basin, Assam

Establishment of Intensity-Duration- Frequency Formula for Precipitation in Puthimari Basin, Assam Establishment of Intensity-Duration- Frequency Formula for Precipitation in Puthimari Basin, Assam Tinku Kalita 1, Bipul Talukdar 2 P.G. Student, Department of Civil Engineering, Assam Engineering College,

More information

Design of Engineering Experiments Part 5 The 2 k Factorial Design

Design of Engineering Experiments Part 5 The 2 k Factorial Design Design of Engineering Experiments Part 5 The 2 k Factorial Design Text reference, Special case of the general factorial design; k factors, all at two levels The two levels are usually called low and high

More information

International Journal of Chemistry Research Vol 1, Issue 1, 2010

International Journal of Chemistry Research Vol 1, Issue 1, 2010 International Journal of Chemistry Research Vol 1, Issue 1, 0 Research Article DEVELOPMENT OF SIMULTANEOUS SPECTROPHOTOMETRIC METHOD OF AMOXICILLIN TRIHYDRATE AND RANITIDINE BISMUTH CITRATE IN SAME DOSAGES

More information

OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS. You should judge your progress by completing the self assessment exercises. CONTENTS

OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS. You should judge your progress by completing the self assessment exercises. CONTENTS Unit 2: Unit code: QCF Level: 4 Credit value: 15 Engineering Science L/601/1404 OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS 1. Be able to determine the behavioural characteristics of elements of static engineering

More information

Genetic divergence studies for fibre yield traits in roselle (Hibiscus sabdariffa l.) In terai zone of West Bengal

Genetic divergence studies for fibre yield traits in roselle (Hibiscus sabdariffa l.) In terai zone of West Bengal Journal Crop and Weed, 11(Special Issue):90-94(015) Genetic divergence studies for fibre yield traits in roselle (Hibiscus sabdariffa l.) In terai zone of West Bengal 1 N. HARI SATYANARAYANA, S. MUKHERJEE,

More information

Chapter (3) Ultimate Bearing Capacity of Shallow Foundations

Chapter (3) Ultimate Bearing Capacity of Shallow Foundations Chapter (3) Ultimate Bearing Capacity of Shallow Foundations Introduction To perform satisfactorily, shallow foundations must have two main characteristics: 1. They have to be safe against overall shear

More information

CEEN 3320 Behavior & Properties of Engineering Materials Laboratory Experiment No. 1 Measurement Techniques

CEEN 3320 Behavior & Properties of Engineering Materials Laboratory Experiment No. 1 Measurement Techniques Laboratory Experiment No. 1 Measurement Techniques Engineers rely on data from a wide variety of sources to design the things that make up our physical world and to ensure compliance with established specifications.

More information

HYDROCOMPACTION CONSIDERATIONS IN SINKHOLE INVESTIGATIONS

HYDROCOMPACTION CONSIDERATIONS IN SINKHOLE INVESTIGATIONS HYDROCOMPACTION CONSIDERATIONS IN SINKHOLE INVESTIGATIONS Edward D. Zisman Cardno ATC, 5602 Thompson Center Court, Suite 405, Tampa, Florida 33634 Stephen West BTL Engineering Services, Inc., 5802 North

More information

Prediction of Compression Properties of Single Jersey Weft-knitted Fabric by Finite Element Analysis Based on the Hyperfoam Material Model

Prediction of Compression Properties of Single Jersey Weft-knitted Fabric by Finite Element Analysis Based on the Hyperfoam Material Model Z. Soltanzadeh, S. Shaikhzadeh Najar*, M. Haghpanahi, M. R. Mohajeri-Tehrani Prediction of Compression Properties of Single Jersey Weft-knitted Fabric by Finite Element Analysis Based on the Hyperfoam

More information

STAT Final Practice Problems

STAT Final Practice Problems STAT 48 -- Final Practice Problems.Out of 5 women who had uterine cancer, 0 claimed to have used estrogens. Out of 30 women without uterine cancer 5 claimed to have used estrogens. Exposure Outcome (Cancer)

More information

STATICALLY INDETERMINATE STRUCTURES

STATICALLY INDETERMINATE STRUCTURES STATICALLY INDETERMINATE STRUCTURES INTRODUCTION Generally the trusses are supported on (i) a hinged support and (ii) a roller support. The reaction components of a hinged support are two (in horizontal

More information

RESPONSE SURFACE ANALYSIS OF EDMED SURFACES OF AISI D2 STEEL

RESPONSE SURFACE ANALYSIS OF EDMED SURFACES OF AISI D2 STEEL Advanced Materials Research Vols. 264-265 (2011) pp 1960-1965 Online available since 2011/Jun/30 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.264-265.1960

More information

Stone Outlet Sediment Trap

Stone Outlet Sediment Trap 3.12 Sediment Control Description: A stone outlet sediment trap is a small detention area formed by placing a stone embankment with an integral stone filter outlet across a drainage swale for the purpose

More information

Optimization of Radial Force in Turning Process Using Taguchi s Approach

Optimization of Radial Force in Turning Process Using Taguchi s Approach 5 th International & 6 th All India Manufacturing Technology, Design and Research Conference (AIMTDR 04) December th 4 th, 04, IIT Optimization of Radial Force in Turning Process Using Taguchi s Approach

More information