Resonant Column and Torsional Cyclic Shear System
|
|
- Brent Eaton
- 6 years ago
- Views:
Transcription
1 Resonant Column and Torsional Cyclic Shear System
2 Combined Resonant Column (RC) & Torsional Cyclic Shear (TCS) Test apparatus to determinate with saturated soil : Shear Modulus Damping Modulus versus Shear Strain
3 The base pedestal is fixed (the same as a standard triaxial) but the specimen top cap is free to rotate. A rotational force (torque) is applied to the specimen top by electromagnetic system which applies the stress or strain loading in frequency up to 250 Hz. Ideal for Research Conforming to ASTM D 4015
4 The Aim The WF-Resonant Column allows the investigation of stress-strain behavior in the small shear strains level field Typically small and medium strain levels High accuracy testing systems, suitable for that levels of strains
5 Causes of Vibrations Dynamic System Ranges This bottom half graph shows the range of strain encountered from machines or natural causes. The top half shows test systems that can perform these range of strains. Bender Element Dynatriax - Cyclic Triaxial Cyclic Simple Shear RC-Resonant Column TCS-Torsional Cyclic Shear Small Strain Triaxial Machine Foundations Ocean Wave Loading Earthquake (% Strain)
6 The Aim Stress conditions of soil sample during earthquake before throughout
7 The Aim Soil response to cyclic vibrations
8 The Aim Secant shear modulus Secant shear modulus Damping ratio
9 The Aim Strain level and mechanical behaviour Small strain level behaviour Medium strain level behaviour Big strain level behaviour
10 The Aim Strain-dependent shear modulus and damping ratio G 0 or G max
11 The Aim Local Seismic Response of a real soil Change of D and G against depth, due to different density of the soil layers and to different geostatical stress levels Layer 1 Layer 2 Layer 3
12 The Aim Typical range of G/Go curves against shear strain for gravels, sands and clays
13 The Aim Range of strain Soil strains on site Micro strains Small strains Large strains Conventional triaxial tests Local measurement of strains Dynamic tests
14 The Aim The test procedure includes a series of measurements of the resonance frequency against the increasing levels of shear strains, in order to define the diagram ( G). For each level of strain, once the resonance frequency has been measured, the damping ratio is also calculated, in order to define the diagram ( D).
15 The System
16 The Cell External perspex cell wall double coaxial perspex cell, electromagnetic system: 8 coils encircling 4 magnets connected to the sample upper end, measuring system (axial transducer, proxy transducers, pressure transducers, volume change system) Axial transducer Proxy transducers support coils magnet specimen Internal lexan cell wall
17 The Cell Electromagnetic system: fixed part Magnets supporting frame and top cap: moving part Proxy transducers motion system Double cell
18 The Cell Electromagnetic drive system connects to the specimen top cap Double cell system
19 How it works The electromagnetic drive consists of eight coils mounted on a drive plate with four magnets positioned on the specimen top cap assembly. When a sinusoidal current is applied to the coils, it pulls the magnets in one direction and reverses the direction as the sine wave changes from positive to negative. The actual rotational movement of the top cap is determined by the stiffness of the specimen being tested. The double cell is to allow us to have water in the inner cell up to the top cap with a layer of silicon oil on top of the water. The outer cell confining pressure is air. The water in the inner cell is to prevent air diffusion through the specimen membrane and the silicon oil is to prevent air entering the water.
20 How it works Electromagnetic system fixed to the inner cell top Magnets supporting frame and top cap: free to rotate
21 How it works The picture shows the electromagnetic drive system which is attached to the top of the inner cell. The picture shows the top cap with the four magnets. This is attached to the specimen with a membrane and o rings, the same as a standard triaxial set up. This assembly is free to rotate.
22 How it works The inner cell containing the specimen is filled with water with a silicon oil top to prevent air diffusion through the membrane. The outer cell pressure is air which acts on the water producing equal pressure to the inner & outer cell. Double cell We use a double cell to separate the air and water when applying cell pressure. The electromagnetic drive system can only run in air. If we used air around the specimen we can have air diffusion through the membrane. This happens in long term tests, so we use de-aired water as in our standard triaxial tests.
23 The Measurements Two proximity transducers are mounted on the electromagnetic drive system to monitor the rotation of the top cap assembly. Proximity transducers are non contact transducers which do not interfere with the rotation of the top cap. Therefore they have no influence on the recorded data.
24 The Control Box
25 The Control Box Power Main switch GND Ground Accel Accelerometer Axial Connection to LVDT for measurement of axial compression of the specimen Aux 1 Auxiliary input for further appplications Prox Connection to the couple of the proximity transducers Cell, Pore e Back pressure Serie of 3 connectors for the relevant pressure transducers Volume Connection to the volume change transducers or differential pressure Motion Connection to the motor drivers of the proximity transducers Aux2 Auxiliary input for further appplications Coils Uscita per il collegamento delle bobine del motore di coppia. USB Connection to PC Each cable is fitted with a specific connector for easy installation of the transducers inside the cell body, near the sample.
26 Performing the Test The test is performed on a cylindrical sample (50 mm dia, 70 mm available on request), either undisturbed or remoulded The RC system software has the following stages: 1. Saturation 2. Isotropic Consolidation 3. Resonant Frequency 4. Torsional shear As in all standard triaxial tests, we start by saturating the specimen and applying the in-situ effective stress. Then we choose to determine the resonant frequency or the torsional shear strength.
27 Performing the Test Performing the test: Saturation Same as in the triaxial test Consolidation Measurements Same as in the triaxial test An excitation current is applied to the electromagnetic drive system, to generate a constant torque to the top end of the soil sample. The frequency of this current is increased until the fundamental resonance frequency of the system is achieved. Resonance frequency and relevant acceleration are measured. From these data the G modulus is calculated The damping ratio D is also measured during the free vibration decay procedure. Further measurements are performed during torsional tests, where higher levels of excitation current and torque are applied.
28 Performing the Test The dynamic behavior of soils is represented by the Shear modulus G, the Damping ratio D and the Shear Strain G shear modulus and D damping ratio, are of key importance to determine the mechanical behaviour of soils under small strain cyclic loading conditions
29 Resonant Frequency The excitation Voltage is fixed and the frequency increased in automatic increments or steps. The system records the shear strain and calculates the Fundamental Resonant Frequency corresponding to the maximum shear strain.
30 Shear strain, Shear strain, (%) (%) f r Fundamental Resonant Frequency f 1 & f 2 are the band width frequencies at which the amplitude times the amplitude of the fundamental resonant frequency f r Stokoe et al Resonant Frequency G 2 V S V S 2 f F r L D f2 2 f r f 1 Frequency, f (Hz)
31 The test (undrained conditions): 1. Saturation 2. Isotropic consolidation Torsional Shear 3. The frequency of the cyclic Torsional shear (sinusoidal, <2 Hz) is constant while amplitude is increased. 1. The system records the Torsional stress & strain values for each amplitude and displays Hysteresis cycle from witch G and D are determined. is measured through proximity transducers the shear strength is evaluated through the applied torque
32 Resonant Frequency
33 Resonant Frequency From the frequency sweep graph the fundamental resonant frequency and Modulus of damping can be determined. In the resonant column test the half power bandwidth method can be used to measure the material damping The bandwidth is the frequency difference between the upper and lower frequencies for which the power has dropped to half of its maximum, the frequencies F1 and F2 at which the amplitude is times the amplitude at the resonance frequency Fr.
34 Saturation and Consolidation Graph showing consolidation curve
35 Torsional Shear Torsion Shear Test at 0.1Hz, Amplitude 1 Volt
1.8 Unconfined Compression Test
1-49 1.8 Unconfined Compression Test - It gives a quick and simple measurement of the undrained strength of cohesive, undisturbed soil specimens. 1) Testing method i) Trimming a sample. Length-diameter
More information3 DYNAMIC SOIL PROPERTIES
Module 3 DYNAMIC SOIL PROPERTIES (Lectures 10 to 16) Lecture 13 Topics 3.3.18 Other field tests 3.3.19 Laboratory tests 3.3.20 Sampling 3.3.21 Low-Strain element tests Resonant column test Ultrasonic pulse
More informationSoil testing using a Chirp RC
20th IMEKO TC4 International Symposium and 18th International Workshop on ADC Modelling and Testing Research on Electric and Electronic Measurement for the Economic Upturn Benevento, Italy, September 15-17,
More informationSHEAR MODULUS AND DAMPING RATIO OF SANDS AT MEDIUM TO LARGE SHEAR STRAINS WITH CYCLIC SIMPLE SHEAR TESTS
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 27 Paper No. 1732 SHEAR MODULUS AND DAMPING RATIO OF SANDS AT MEDIUM TO LARGE SHEAR STRAINS WITH CYCLIC SIMPLE SHEAR TESTS
More informationA COMPARISON BETWEEN IN SITU AND LABORATORY MEASUREMENTS OF PORE WATER PRESSURE GENERATION
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 1220 A COMPARISON BETWEEN IN SITU AND LABORATORY MEASUREMENTS OF PORE WATER PRESSURE GENERATION Kenan
More informationA Study on Dynamic Properties of Cement-Stabilized Soils
A Study on Dynamic Properties of Cement-Stabilized Soils Pei-Hsun Tsai, a and Sheng-Huoo Ni 2,b Department of Construction Engineering, Chaoyang University of Technology, 68 Jifong E. Rd., Wufong District,
More informationSmall-Strain Stiffness and Damping of Soils in a Direct Simple Shear Device
Small-Strain Stiffness and Damping of Soils in a Direct Simple Shear Device B. D Elia, G. Lanzo & A. Pagliaroli Dipartimento di Ingegneria Strutturale e Geotecnica, Università di Roma La Sapienza, Italy.
More informationSoil Behaviour in Earthquake Geotechnics
Soil Behaviour in Earthquake Geotechnics KENJI ISHIHARA Department of Civil Engineering Science University of Tokyo This publication was supported by a generous donation from the Daido Life Foundation
More informationSHEAR STRENGTH OF SOIL UNCONFINED COMPRESSION TEST
SHEAR STRENGTH OF SOIL DEFINITION The shear strength of the soil mass is the internal resistance per unit area that the soil mass can offer to resist failure and sliding along any plane inside it. INTRODUCTION
More informationSoil strength. the strength depends on the applied stress. water pressures are required
Soil Strength Soil strength u Soils are essentially frictional materials the strength depends on the applied stress u Strength is controlled by effective stresses water pressures are required u Soil strength
More informationPre-failure Deformability of Geomaterials. Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University
Pre-failure Deformability of Geomaterials Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University Strain Levels Strain at failure Sand Clay Rock Distribution of strain of soil in the field
More informationLIQUEFACTION STRENGTH OF COARSE WELL GRADED FILL UNDER TORSIONAL SIMPLE SHEAR
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1518 LIQUEFACTION STRENGTH OF COARSE WELL GRADED FILL UNDER TORSIONAL SIMPLE SHEAR Yasuo TANAKA 1, Takashi
More informationLaboratory Testing Total & Effective Stress Analysis
SKAA 1713 SOIL MECHANICS Laboratory Testing Total & Effective Stress Analysis Prepared by: Dr. Hetty Mohr Coulomb failure criterion with Mohr circle of stress 2 ' 2 ' ' ' 3 ' 1 ' 3 ' 1 Cot Sin c ' ' 2
More informationCite this paper as follows:
Cite this paper as follows: Naughton P.J. and O Kelly B.C. 2001. An overview of the University College Dublin hollow cylinder apparatus. Proceedings of the 14th Young European Geotechnical Engineer s Conference,
More informationSoil Properties - II
Soil Properties - II Amit Prashant Indian Institute of Technology andhinagar Short Course on eotechnical Aspects of Earthquake Engineering 04 08 March, 2013 Seismic Waves Earthquake Rock Near the ground
More informationMeasurement Techniques for Engineers. Motion and Vibration Measurement
Measurement Techniques for Engineers Motion and Vibration Measurement Introduction Quantities that may need to be measured are velocity, acceleration and vibration amplitude Quantities useful in predicting
More informationTransactions on the Built Environment vol 3, 1993 WIT Press, ISSN
Resonant column and cyclic triaxial testing of tailing dam material S.A. Savidis*, C. Vrettos", T. Richter^ "Technical University of Berlin, Geotechnical Engineering Institute, 1000 Berlin 12, Germany
More informationCyclic Triaxial Behavior of an Unsaturated Silty Soil Subjected to Suction Changes
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 215 Christchurch, New Zealand Cyclic Triaxial Behavior of an Unsaturated Silty Soil Subjected to Suction Changes T. Nishimura
More informationSMALL STRAIN SHEAR STIFFNESS OF TOYOURA SAND OBTAINED FROM VARIOUS WAVE MEASUREMENT TECHNIQUES
Institute of Industrial Science, University of Tokyo Bulletin of ERS, No. 42 (2009) SMALL STRAIN SHEAR STIFFNESS OF TOYOURA SAND OBTAINED FROM VARIOUS WAVE MEASUREMENT TECHNIQUES Ruta Ireng WICAKSONO 1
More informationREPRODUCTION OF A LARGE-SCALE 1G TEST ON UNSATURATED SAND DEPOSITS AND PILE FOUNDATIONS USING CENTRIFUGE MODELING
REPRODUCTION OF A LARGE-SCALE G TEST ON UNSATURATED SAND DEPOSITS AND PILE FOUNDATIONS USING CENTRIFUGE MODELING 293 Masayoshi SATO, Takaaki KAGAWA 2 And Chikahiro MINOWA 3 SUMMARY A dynamic centrifuge
More informationNONLINEAR CHARACTERISTICS OF THE PILE-SOIL SYSTEM UNDER VERTICAL VIBRATION
IGC 2009, Guntur, INDIA NONLINEAR CHARACTERISTICS OF THE PILE-SOIL SYSTEM UNDER VERTICAL VIBRATION B. Manna Lecturer, Civil Engineering Department, National Institute of Technology, Rourkela 769008, India.
More informationEFFECT OF VARIOUS PARAMETERS ON DYNAMIC PROPERTIES OF BABOLSAR SAND BY CYCLIC SIMPLE SHEAR DEVICE
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 27 Paper No. 274 EFFECT OF VARIOUS PARAMETERS ON DYNAMIC PROPERTIES OF BABOLSAR SAND BY CYCLIC SIMPLE SHEAR DEVICE Fardin
More informationSoil Dynamics Prof. Deepankar Choudhury Department of Civil Engineering Indian Institute of Technology, Bombay
Soil Dynamics Prof. Deepankar Choudhury Department of Civil Engineering Indian Institute of Technology, Bombay Module - 4 Lecture 21 Dynamic Soil, Properties Estimation of Gmax, Modulus Reduction Curves,
More informationEFFECT OF LOADING FREQUENCY ON CYCLIC BEHAVIOUR OF SOILS
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 27 Paper No. 1315 EFFECT OF LOADING FREQUENCY ON CYCLIC BEHAVIOUR OF SOILS L.Govindaraju 1 and T.G.Sitharam 2 ABSTRACT Very
More informationLABORATORY MEASUREMENTS OF STIFFNESS OF SOFT CLAY USING BENDER ELEMENTS
LABORATORY MEASUREMENTS OF STIFFNESS OF SOFT CLAY USING BENDER ELEMENTS ABSTRACT: S. H. Oh 1, D. S. Park 2, B. J. Kim 3, E. J. Kim 1 and Y. J. Mok 4 1 Research Assistant, Dept. of Civil Eng., Kyunghee
More informationStandard Test Methods for Modulus and Damping of Soils by the Resonant-Column Method 1
Designation: D 4015 92 (Reapproved 2000) Standard Test Methods for Modulus and Damping of Soils by the Resonant-Column Method 1 This standard is issued under the fixed designation D 4015; the number immediately
More informationDisaster Mitigation Geotechnology. Laboratory soil characterisation
Disaster Mitigation Geotechnology 10 Laboratory soil characterisation What is laboratory soil characterisation? Determining soil properties / soil characteristics by means of laboratory tests Field investigation
More informationSmall-strain constrained elastic modulus of clean quartz sand with various grain size distribution
NOTICE: This is the author s version of a work that was accepted for publication in Soil Dynamics and Earthquake Engineering. Changes resulting from the publishing process, such as peer review, editing,
More informationLIQUEFACTION ASSESSMENT BY THE ENERGY METHOD THROUGH CENTRIFUGE MODELING
LIQUEFACTION ASSESSMENT BY THE ENERGY METHOD THROUGH CENTRIFUGE MODELING Hesham M. Dief, Associate Professor, Civil Engineering Department, Zagazig University, Zagazig, Egypt J. Ludwig Figueroa, Professor
More informationOn the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson s ratio of quartz sands
Soil Dynamics and Earthquake Engineering, Vol. 3, No. 8, pp. 757-766, 21 On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson s ratio
More informationChapter (12) Instructor : Dr. Jehad Hamad
Chapter (12) Instructor : Dr. Jehad Hamad 2017-2016 Chapter Outlines Shear strength in soils Direct shear test Unconfined Compression Test Tri-axial Test Shear Strength The strength of a material is the
More informationDYNAMIC PROPERTIES OF COMPACTED COHESIVE SOIL BASED ON RESONANT COLUMN STUDIES
October 9-11, 15 DYNAMIC PROPERTIES OF COMPACTED COHESIVE SOIL BASED ON RESONANT COLUMN STUDIES Troyee Tanu Dutta Department of Civil Engineering, Indian Institute of Technology Hyderabad, Hyderabad, India
More information1.103 CIVIL ENGINEERING MATERIALS LABORATORY (1-2-3) Dr. J.T. Germaine Spring 2004 LABORATORY ASSIGNMENT NUMBER 6
1.103 CIVIL ENGINEERING MATERIALS LABORATORY (1-2-3) Dr. J.T. Germaine MIT Spring 2004 LABORATORY ASSIGNMENT NUMBER 6 COMPRESSION TESTING AND ANISOTROPY OF WOOD Purpose: Reading: During this laboratory
More informationINFLUENCE OF STRESS LEVEL IN BENDER ELEMENT PERFORMANCE FOR TRIAXIAL TESTS
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1419 INFLUENCE OF STRESS LEVEL IN BENDER ELEMENT PERFORMANCE FOR TRIAXIAL TESTS Giovanny ALVARADO 1, Matthew
More informationEffect of cyclic loading on shear modulus of peat
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Effect of cyclic loading on shear modulus of peat Masahiko Yamaki 1, Takahiro Yamanashi
More informationQuasi-elastic stiffness of Auckland clays
Quasi-elastic stiffness of Auckland clays A. Ibrahim, R.P. Orense, M.J. Pender & N. Kikkawa Dept. of Civil & Environmental Engineering, University of Auckland 29 NZSEE Conference ABSTRACT: The small-strain
More information(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 informationwalls, it was attempted to reduce the friction, while the friction angle mobilized at the interface in the vertical direction was about degrees under
Institute of Industrial Science, University of Tokyo Bulletin of ERS, No. 8 (5) ANALYSIS OF RE-LIQUEFACTION PROPERTIES BASED ON ENERGY APPROACH Seto WAHYUDI and Junichi KOSEKI ABSTRACT: Analysis of re-liquefaction
More informationLecture 7. Pile Analysis
Lecture 7 14.5 Release Pile Analysis 2012 ANSYS, Inc. February 9, 2013 1 Release 14.5 Pile definition in Mechanical - There are a number of methods that can be used to analyze piled foundations in ANSYS
More informationFollowing are the results of four drained direct shear tests on an overconsolidated clay: Diameter of specimen 50 mm Height of specimen 25 mm
444 Chapter : Shear Strength of Soil Example. Following are the results of four drained direct shear tests on an overconsolidated clay: Diameter of specimen 50 mm Height of specimen 5 mm Normal Shear force
More informationVMS-GeoMil. Background
Background When using a drilling rig for cone penetration testing, a mechanical clamp can be mounted to the drilling head (by means of a special transition piece). The depth than can be achieved depends
More informationSOIL SHEAR MODULUS FROM RESONANT COLUMN, TORSIONAL SHEAR AND BENDER ELEMENT TESTS
Geotech., Const. Mat. and Env., ISSN: 2186-2982(P), 2186-2990(O), Japan SOIL SHEAR MODULUS FROM RESONANT COLUMN, TORSIONAL SHEAR AND BENDER ELEMENT TESTS Zsolt Szilvágyi 1, Péter Hudacsek 1 and Richard
More information10 Measurement of Acceleration, Vibration and Shock Transducers
Chapter 10: Acceleration, Vibration and Shock Measurement Dr. Lufti Al-Sharif (Revision 1.0, 25/5/2008) 1. Introduction This chapter examines the measurement of acceleration, vibration and shock. It starts
More informationEFFECTS OF SAMPLING DISTURBANCE ON DYNAMIC PROPERTIES OF SATURATED SANDS
EFFECTS OF SAMPLING DISTURBANCE ON DYNAMIC PROPERTIES OF SATURATED SANDS Carlos Funes MEE09191 Supervisor: Akio ABE ABSTRACT Disturbance effects on dynamic properties of saturated sand were evaluated in
More informationEFFECT OF CLAY PARTICLE CONTENT ON LIQUEFACTION OF SOIL
56 EFFECT OF CLAY PARTICLE CONTENT ON LIQUEFACTION OF SOIL RenWang LIANG, XiaoHong BAI 2 And JiaChen WANG 3 SUMMARY This paper presents the results of experimental research and analysis of liquefaction
More informationSHEAR STRENGTH OF SOIL
Soil Failure Criteria SHEAR STRENGTH OF SOIL Knowledge about the shear strength of soil important for the analysis of: Bearing capacity of foundations, Slope stability, Lateral pressure on retaining structures,
More informationSOIL SHEAR STRENGTH. Prepared by: Dr. Hetty Muhammad Azril Fauziah Kassim Norafida
SOIL SHEAR STRENGTH Prepared by: Dr. Hetty Muhammad Azril Fauziah Kassim Norafida What is shear strength Shear strength of a soil is the maximum internal resistance to applied shearing forces Why it is
More informationSOME OBSERVATIONS RELATED TO LIQUEFACTION SUSCEPTIBILITY OF SILTY SOILS
SOME OBSERVATIONS RELATED TO LIQUEFACTION SUSCEPTIBILITY OF SILTY SOILS Upul ATUKORALA 1, Dharma WIJEWICKREME 2 And Norman MCCAMMON 3 SUMMARY The liquefaction susceptibility of silty soils has not received
More informationStress and Strains in Soil and Rock. Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University
Stress and Strains in Soil and Rock Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University Stress and Strain ε 1 1 2 ε 2 ε Dimension 1 2 0 ε ε ε 0 1 2 ε 1 1 2 ε 2 ε Plane Strain = 0 1 2
More informationDetermination of very small strain shear modulus of Auckland residual soils using bender elements
Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand Determination of very small strain shear modulus
More informationRecent Research on EPS Geofoam Seismic Buffers. Richard J. Bathurst and Saman Zarnani GeoEngineering Centre at Queen s-rmc Canada
Recent Research on EPS Geofoam Seismic Buffers Richard J. Bathurst and Saman Zarnani GeoEngineering Centre at Queen s-rmc Canada What is a wall (SEISMIC) buffer? A compressible inclusion placed between
More informationSmall strain behavior of Northern Izmir (Turkey) soils
3 r d International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 28-3 June 212, Near East University, Nicosia, North Cyprus Small strain behavior of Northern Izmir (Turkey)
More informationProf. 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 informationINFLUENCE OF LONG-TERM TIME EFFECTS ON SOIL STIFFNESS IN LOCAL SEISMIC RESPONSE EVALUATION
First European Conference on Earthquake Engineering and Seismology (a joint event of the 3 th ECEE & 3 th General Assembly of the ESC) Geneva, Switzerland, 3-8 September 6 Paper Number: 7 INFLUENCE OF
More informationDynamic properties and liquefaction potential of soils
Dynamic properties and liquefaction potential of soils T. G. Sitharam*, L. GovindaRaju and A. Sridharan Department of Civil Engineering, Indian Institute of Science, Bangalore 560 012, India Design of
More information8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses.
8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses. 8.2. Some soils show a peak shear strength. Why and what type(s)
More informationDEVELOPMENT OF TRIAXIAL SYSTEM FOR SOIL TESTING AT WIDE STRAIN RANGE: PRELIMINARY RESULTS
International Symposium on Geotechnical Engineering, Ground Improvement and Geosynthetics for Human Security and Environmental Preservation, Bangkok, Thailand DEVELOPMENT OF TRIAXIAL SYSTEM FOR SOIL TESTING
More information3 ABORATORY INVESTIGATION OF SAND STRENGTH DEGRADATION
3 ABORATORY INVESTIGATION OF SAND STRENGTH DEGRADATION CHAPTER 3 Laboratory Investigation of Sand Strength Degradation I INTRODUCTION During vibratory pile driving in a saturated cohesionless soil, the
More informationEffect of Plastic Fines on Liquefaction Characteristics of Gravelly Soil
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Effect of Plastic Fines on Liquefaction Characteristics of Gravelly Soil W. Qi 1, C. Guoxing
More informationWelcome back. So, in the last lecture we were seeing or we were discussing about the CU test. (Refer Slide Time: 00:22)
Geology and Soil Mechanics Prof. P. Ghosh Department of Civil Engineering Indian Institute of Technology Kanpur Lecture - 43 Shear Strength of Soils Keywords: Triaxial shear test, unconsolidated undrained
More informationGeotechnical Testing Methods I
Geotechnical Testing Methods I Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar Hiding World of Geotechnical Engg!! Foundations Shoring Tunneling Soil Exploration Geotechnical Engg Structures
More informationLoading frequency e ect on dynamic properties of mixed sandy soils
Scientia Iranica A (2018) 25(5), 2461{2479 Sharif University of Technology Scientia Iranica Transactions A: Civil Engineering http://scientiairanica.sharif.edu Loading frequency e ect on dynamic properties
More informationEffect of Frozen-thawed Procedures on Shear Strength and Shear Wave Velocity of Sands
Effect of Frozen-thawed Procedures on Shear Strength and Shear Wave Velocity of Sands JongChan Kim 1), *Sang Yeob Kim 1), Shinhyun Jeong 2), Changho Lee 3) and Jong-Sub Lee 4) 1), 4) School of Civil, Environmental
More informationInfluence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: cyclic and dynamic torsional prestraining
Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: cyclic and dynamic torsional ing T. Wichtmann i), Th. Triantafyllidis Institute of Soil Mechanics and Foundation
More informationDynamic Analysis Contents - 1
Dynamic Analysis Contents - 1 TABLE OF CONTENTS 1 DYNAMIC ANALYSIS 1.1 Overview... 1-1 1.2 Relation to Equivalent-Linear Methods... 1-2 1.2.1 Characteristics of the Equivalent-Linear Method... 1-2 1.2.2
More informationthe tests under simple shear condition (TSS), where the radial and circumferential strain increments were kept to be zero ( r = =0). In order to obtai
Institute of Industrial Science, niversity of Tokyo Bulletin of ES, No. 4 (0) STESS-DILATANCY CHAACTEISTICS OF SAND IN DAINED CYLIC TOSIONAL SHEA TESTS Seto WAHYDI and Junichi KOSEKI ABSTACT: Stress-dilatancy
More informationModule I Module I: traditional test instrumentation and acquisition systems. Prof. Ramat, Stefano
Preparatory Course (task NA 3.6) Basics of experimental testing and theoretical background Module I Module I: traditional test instrumentation and acquisition systems Prof. Ramat, Stefano Transducers A
More informationCHARACTERISTICS OF LIQUEFIED SILTY SANDS FROM MEIZOSEISMAL REGION OF SHILLONG PLATEAU, ASSAM AND BHUJ IN INDIA
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 2375 CHARACTERISTICS OF LIQUEFIED SILTY SANDS FROM MEIZOSEISMAL REGION OF SHILLONG PLATEAU, ASSAM AND BHUJ
More informationEvaluation of Dynamic Properties of Trackbed Foundation Soil Using Mid-size Resonant Column Test
IJR International Journal of Railway Vol. 6, No. 3 / September 03, pp. -9 The Korean Society for Railway Evaluation of Dynamic Properties of Trackbed Foundation Soil Using Mid-size Resonant Column Test
More informationDifference Between Fixed and Floating Reference Points AASHTO T-321
Difference Between Fixed and Floating Reference Points AASHTO T-321 Fixed Reference LVDT with Target Attached to the Beam Neutral Axis (Mid-Height, Mid-Length) 2 Old ASTM D7460 Graph Improper Representation
More informationFrequency dependent dynamic properties from resonant column and cyclic triaxial tests
Journal of the Franklin Institute ] (]]]]) ]]] ]]] www.elsevier.com/locate/jfranklin Frequency dependent dynamic properties from resonant column and cyclic triaxial tests Z. Khan a,, M.H. El Naggar b,
More informationModule 3. DYNAMIC SOIL PROPERTIES (Lectures 10 to 16)
Module 3 DYNAMIC SOIL PROPERTIES (Lectures 10 to 16) Lecture 15 Topics 3.6 STRESS-STRAIN BEHAVIOR OF CYCLICALLY LOADED SOILS 3.7 SOME BASIC ASPECTS OF PARTICULATE MATTER BEHAVIOR 3.8 EQUIVALENT LINEAR
More informationCYCLIC LIQUEFACTION POTENTIAL OF LACUS- TRINE CARBONATE SILT FROM JULIAN ALPS
CYCLIC LIQUEFACTION POTENTIAL OF LACUS- TRINE CARBONATE SILT FROM JULIAN ALPS BOJAN ŽLENDER and STANISLAV LENART About the authors Bojan Žlender University of Maribor, Faculty of Civil Engineering Smetanova
More informationCYCLIC BEHAVIOUR of SOILS. Atilla Ansal
CYCLIC BEHAVIOUR of SOILS Atilla Ansal Ground Motion Characterization Proper design of earthquake-resistant structures requires estimation of the level of ground shaking to which they will be subjected
More informationDISCUSSION ON THE PROBLEM ABOUT SATURATED LOESS DYNAMIC PORE PRESSURE BY VIBRATION
DISCUSSION ON THE PROBLEM ABOUT SATURATED LOESS DYNAMIC PORE PRESSURE BY VIBRATION Lan LI 1 And Lanmin WANG 2 SUMMARY Based on the dynamic triaxial test of the saturated loess, according to the undisturbed
More informationHorizontally Mounted Bender Elements for Measuring Shear Modulus in Soaked Sand Specimen
Advanced Materials Research Vols. 931-932 (2014) pp 496-500 (2014) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.931-932.496 Horizontally Mounted Bender Elements for Measuring
More informationExtremely large post-liquefaction deformations of saturated sand under cyclic torsional shear loading
University of Wollongong Research Online Faculty of Engineering - Papers (Archive) Faculty of Engineering and Information Sciences 2009 Extremely large post-liquefaction deformations of saturated sand
More informationDynamic properties and undrained cyclic behaviour of undisturbed pumiceous soil
Dynamic properties and undrained cyclic behaviour of undisturbed pumiceous soil M.B. Asadi, M.S. Asadi, M.J. Pender & R.P. Orense Department of Civil Engineering, University of Auckland, Auckland. 206
More informationAppendix A Results of Triaxial and Consolidation Tests
Appendix A Results of Triaxial and Consolidation Tests Triaxial and consolidation tests were performed on specimens of the soils used for interface testing. The objectives of these tests were as follows:
More informationAta AGHAEI ARAEI 1) * and Ahmadreza GHODRATI 2)
Loading Frequency Effect on Dynamic Properties of Mixed Sandy Soils Ata AGHAEI ARAEI 1) * and Ahmadreza GHODRATI 2) 1) Assistant professor, Head of Geotechnical Department, Road, Housing and Urban Development
More informationDYNAMIC CENTRIFUGE TEST OF PILE FOUNDATION STRUCTURE PART ONE : BEHAVIOR OF FREE GROUND DURING EXTREME EARTHQUAKE CONDITIONS
DYNAMIC CENTRIFUGE TEST OF PILE FOUNDATION STRUCTURE PART ONE : BEHAVIOR OF FREE GROUND DURING EXTREME EARTHQUAKE CONDITIONS Tsutomu NAMIKAWA 1, Katsuo TOGASHI 2, Satoru NAKAFUSA 3, Ryouichi BABASAKI 4
More informationWith high enough plate forces in opposite directions Bolts. How do these fail? Each pin has sheared into two pieces.
SHEAR STRENGTH In general, the shear strength of any material is the load per unit area or pressure that it can withstand before undergoing shearing failure. Shearing When you Pins hear can Shear be used
More informationMODELLING OF VIBRATION WITH ABSORBER
Journal of Machine Engineering, Vol. 10, No.4, 2010 mumerical modelling, Simulink, vibration, machine, absorber Jiří VONDŘICH 1 Evžen THÖNDE 1 Slavomír JIRKŮ 1 MODEING OF VIBRATION WITH ABSORBER Machine
More informationLocal On-Sample Strain Measurement (Hall Effect or LVDT)
Local On-Sample Strain Measurement (Hall Effect or LVDT) The GDS Hall Effect or LVDT Local Strain Transducers provide on-sample small strain measurements of axial and radial strain. Accurate determination
More informationCentrifuge Shaking Table Tests and FEM Analyses of RC Pile Foundation and Underground Structure
Centrifuge Shaking Table s and FEM Analyses of RC Pile Foundation and Underground Structure Kenji Yonezawa Obayashi Corporation, Tokyo, Japan. Takuya Anabuki Obayashi Corporation, Tokyo, Japan. Shunichi
More informationLinks between small and large strain behavior of Presumpscot clay
Links between small and large strain behavior of Presumpscot clay C.D.P. Baxter Depts. of Ocean/Civil and Environmental Engineering, University of Rhode Island, Narragansett, RI Y. Guadalupe Torres Centre
More informationSome Recent Advances in (understanding) the Cyclic Behavior of Soils
39 th SPRING SEMINAR and 19 th LA GEO EXPO American Society of Civil Engineers Geo-Institute, Los Angeles Section Wednesday April 13, 216 Queen Mary, Long Beach, CA 982 Invited lecture: Some Recent Advances
More informationI INTRODUCTION II THEORY
Estimation of Loss Factor of Viscoelastic Material by Using Cantilever Sandwich Plate 1 Jitender Kumar, 2 Dr. Rajesh Kumar 1 Geeta Engineering College (Panipat) 2 SLIET Longowal, Punjab 1 jitd2007@rediffmail.com
More informationUNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1239 UNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS Yoshimichi TSUKAMOTO
More informationShear Strength of Soils
Shear Strength of Soils STRESSES IN A SOIL ELEMENT t s v Analyze Effective Stresses (s ) Load carried by Soil t Where: s H t t s H s = t f = s v = s H = t = s v Stresses in a Soil Element after Figure
More informationEvaluation of dynamic properties of sandy soil at high cyclic strains
Evaluation of dynamic properties of sandy soil at high cyclic strains Shiv Shankar Kumar * Research Scholar, Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039,
More informationDEVELOPMENT OF SEISMIC ISOLATION TABLE COMPOSED OF AN X-Y TABLE AND WIRE ROPE ISOLATORS
DEVELOPMENT OF SEISMIC ISOLATION TABLE COMPOSED OF AN X-Y TABLE AND WIRE ROPE ISOLATORS 7 Hirokazu SHIMODA, Norio NAGAI, Haruo SHIMOSAKA And Kenichiro OHMATA 4 SUMMARY In this study, a new type of isolation
More informationD1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test.
(d) COMPRESSIBILITY AND CONSOLIDATION D1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test. (a) Plot the e - σ curve. (b)
More informationTriaxial Shear Test. o The most reliable method now available for determination of shear strength parameters.
TOPICS Introduction Components of Shear Strength of Soils Normal and Shear Stresses on a Plane Mohr-Coulomb Failure Criterion Laboratory Shear Strength Testing Direct Shear Test Triaxial Compression Test
More informationDissipated energy in undrained cyclic triaxial tests
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 215 Christchurch, New Zealand Dissipated energy in undrained cyclic triaxial tests R.J.N. Azeiteiro 1, P.A.L.F. Coelho
More informationLecture 19. Measurement of Solid-Mechanical Quantities (Chapter 8) Measuring Strain Measuring Displacement Measuring Linear Velocity
MECH 373 Instrumentation and Measurements Lecture 19 Measurement of Solid-Mechanical Quantities (Chapter 8) Measuring Strain Measuring Displacement Measuring Linear Velocity Measuring Accepleration and
More informationEFFECT OF SILT CONTENT ON THE UNDRAINED ANISOTROPIC BEHAVIOUR OF SAND IN CYCLIC LOADING
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1506 EFFECT OF SILT CONTENT ON THE UNDRAINED ANISOTROPIC BEHAVIOUR OF SAND IN CYCLIC LOADING Hadi BAHADORI
More informationChapter 5 Shear Strength of Soil
Page 5 Chapter 5 Shear Strength of Soil. The internal resistance per unit area that the soil mass can offer to resist failure and sliding along any plane inside it is called (a) strength (b) shear strength
More informationExperimental study on the effectiveness of prefabricated vertical drains under cyclic loading
University of Wollongong Research Online Faculty of Engineering - Papers (Archive) Faculty of Engineering and Information Sciences 211 Experimental study on the effectiveness of prefabricated vertical
More informationELECTRONIC JOURNAL OF POLISH AGRICULTURAL UNIVERSITIES
1 z 11 2015-05-14 12:13 Electronic Journal of Polish Agricultural Universities (EJPAU) founded by all Polish Agriculture Universities presents original papers and review articles relevant to all aspects
More information