CHAPTER- 7 DURABILITY STUDIES ON SELF COMPACTING CONCRETE WITH GGBS AND RHA

Size: px
Start display at page:

Download "CHAPTER- 7 DURABILITY STUDIES ON SELF COMPACTING CONCRETE WITH GGBS AND RHA"

Transcription

1 270 CHAPTER- 7 DURABILITY STUDIES ON SELF COMPACTING CONCRETE WITH GGBS AND RHA 7.0 INTRODUCTION Self-compacting concrete cubes of 100 mm x 100 mm size are cast with eight selected mixes of concrete and are tested for compressive strength at the age of 28 are taken for durability studies. The durability studies are done on cubes immersed in H2SO4, Na2SO4 & HCl for 30, 45, 60, 75 and 90. The obtained results are presented in tables and the test results are also presented in the form of graphs for better study and analysis. 7.1 ACID ATTACK After 28 of curing, each cube is tested for weight and lengths. The cubes are subjected to 5% solutions of Sulphuric Acid (H2SO4), Sodium Sulphate (Na2SO4) and Hydrochloric acids (Hcl) individually. Cubes are continuously immersed in solution for 30, 45, 60, 75 and 90. The specimens are arranged in the plastic baths in such a way that the clearance around and above the specimen is not less than 30mm.The response of the specimens to the solution is evaluated through change in appearance, weight, compressive strength, thickness and solid diagonals. Three specimens from each group are used for testing after 30,

2 271 45, 60, 75 and 90 of immersion. Before testing, each specimen is removed from the baths, brushed with a soft nylon brush and rinsed in tap water. This process removes loose surface material from the specimens. For determining the resistance of concrete specimens to aggressive environment such as acid attack, the durability factors as proposed by the philosophy of ASTM ( ).The standard test method for resistance of concrete to rapid freezing and thawing and the durability factors are defined in terms of relative dynamic modulus of elasticity. In the present investigation, the Acid Durability Factors are derived directly in terms of relative strengths. The relative strengths are always compared with respect to the 28 value (i.e. at the start of the test) The Acid Durability Factors (ADF) can be calculated as follows. ADF = Sr N / M Where, Sr - Relative Strength at N, (%) N - Number of at which the durability factor is needed. M - Number of at which the exposure is to be terminated. So M is 90 in this case. The extent of deterioration at each corner of the struck face and the opposite face is measured in terms of the acid diagonals (in mm) for each of two cubes and the Acid Attack Factor (AAF) per face is calculated as follows.

3 272 AAF = (Loss in mm on eight corners of each of 2 cubes)/4. The results of the tested Acid Resistance Behaviour at 30,45, 60,75 and 90 for M20,M40 and M60 grades SCC is shown in Table to and the respective graphs are shown in Figs to Table Acid Durability and Acid Attack Factors for M20, M40 and M60 SCC mixes immersed in H2SO4 No. of Immersion in H2SO4 of M20 M20 GGBS M20 GGBS- RHA immersion Sr ADF AAF Sr ADF AAF Sr ADF AAF Acid Durability Factors -ADF, Acid Attack Factors - AAF, Sr - Relative Strength. No. of of immersion Immersion in H 2 SO 4 M40 M40 GGBS M40 GGBS- RHA Sr ADF AAF Sr ADF AAF Sr ADF AAF

4 273 No. of of immersion M60 Immersion in H 2 SO 4 M60 GGBS- RHA Sr ADF AAF Sr ADF AAF Fig Acid Durability, Acid Attack Factors and Days of immersion for M20 SCC mixes immersed in H2SO4 Fig Acid Durability, Acid Attack Factors and Days of immersion for M40 SCC mixes immersed in H2SO4

5 274 Days 30 Fig Acid Durability, Acid Attack Factors and Days of immersion for M60 SCC mixes immersed in H2SO4 Table Acid Durability and Acid Attack Factors for M20,M40 and M60SCC mixes immersed in HCl Immersion in HCl M20 M20 GGBS M20 GGBS- RHA Sr ADF AAF Sr ADF AAF Sr ADF AAF Days Immersion in HCl M40 M40 GGBS M40 GGBS- RHA Sr ADF AAF Sr ADF AAF Sr ADF AAF

6 275 Days M60 Immersion in HCl M60 GGBS- RHA Sr ADF AAF Sr ADF AAF Fig Acid Durability, Acid Attack Factors and Days of immersion for M20 SCC mixes immersed in HCl Fig Acid Durability, Acid Attack Factors and Days of immersion for M40 SCC mixes immersed in HCl

7 276 Fig Acid Durability, Acid Attack Factors and Days of immersion for M60 SCC mixes immersed in HCl Table Acid Durability and Acid Attack Factors for M20, M40 and M60SCC mixes immersed in Na2So4 Days Immersion in Na2So4 M20 M20 GGBS M20 GGBS- RHA Sr ADF AAF Sr ADF AAF Sr ADF AAF Days Immersion in Na2So4 M40 M40 GGBS M40 GGBS- RHA Sr ADF AAF Sr ADF AAF Sr ADF AAF

8 277 Immersion in Na2So4 Days M60 M60 GGBS- RHA Sr ADF AAF Sr ADF AAF Fig Acid Durability, Acid Attack Factors and Days of immersion for M20 SCC mixes immersed in Na2So4 Fig Acid Durability, Acid Attack Factors and Days of immersion for M40SCC mixes immersed in Na2So4

9 278 Fig Acid Durability, Acid Attack Factors and Days of immersion for M60 SCC mixes immersed in Na2So4 7.2 Weight Loss and Loss The weight and compressive strength of cubes immersed for 30, 45, 60, 75 and 90 in acids are noted down. The Weight Loss and Strength loss at 30, 45, 60, 75 and 90 for three grades are calculated. The Weight Loss and Strength loss at 30, 45, 60, 75 and 90 results of M20 grade SCC are shown in tables to (Weight in kg and in MPa).The figures to shows the graphs of weight loss, compressive strength loss and of immersion of three grades of SCC.

10 279 Table Weight Loss and Loss for M20 SCC mixes immersed in H2SO4 Type of mix M20 M20- GGBS M20- GGBS- RHA Weight Loss and compressive strength loss Weight before H2SO Weight after defined age % Weight loss before after defined age % loss Weight before Weight after defined age % Weight loss before after defined age % loss Weight before Weight after defined age % Weight loss before after defined age % loss

11 280 Table Weight Loss and Loss for M40 SCC mixes immersed in H2SO4 Type of mix M40 M40- GGBS M40- GGBS- RHA Weight Loss and compressive strength loss H2SO Weight before Weight after defined age % Weight loss Compressive Strength before Compressive Strength after defined age % Compressive Strength loss Weight before Weight after defined age % Weight loss Compressive Strength before Compressive Strength after defined age % Compressive Strength loss Weight before Weight after defined age % Weight loss Compressive Strength before Compressive Strength after defined age % Compressive Strength loss

12 281 Table Weight Loss and Loss for M60 SCC mixes immersed in H2SO4 Type of mix M60 M60- GGBS- RHA Weight Loss and H2SO4 Compressive Strength loss Weight before Weight after defined age % Weight loss before after defined age % loss Weight before Weight after defined age % Weight loss before after defined age % loss Fig Weight Loss, Loss and Days of immersion for M20 SCC mixes immersed in H2SO4

13 282 Fig Weight Loss, Loss and Days of Immersion for M40 SCC mixes immersed in H2SO4 Fig Weight Loss, Loss and Days of immersion for M60 SCC mixes immersed in H2SO4 Fig Weight Loss, Loss and Days of Immersion for M20 SCC mixes immersed in HCl

14 283 Fig Weight Loss, Loss and Days of immersion for M40 SCC mixes immersed in HCl Fig Weight Loss, Loss and Days of immersion for M60 SCC mixes immersed in HCl Fig Weight Loss, Loss and Days of immersion for M20 SCC mixes immersed in Na2So4

15 284 Fig Weight Loss, Loss and Days of immersion for M40 SCC mixes immersed in Na2So4 Fig Weight Loss, Loss and Days of immersion for M60 SCC mixes immersed in Na2So4

DURABILITY STUDIES ON M30 GRADE CONCRETE CONTAINING QUARRY SAND AND FLY ASH

DURABILITY STUDIES ON M30 GRADE CONCRETE CONTAINING QUARRY SAND AND FLY ASH International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 1696 1705 Article ID: IJCIET_08_04_191 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=4

More information

Influence of Nano-Silica on the Strength and Durability of Self Compacting Concrete

Influence of Nano-Silica on the Strength and Durability of Self Compacting Concrete Influence of Nano-Silica on the Strength and Durability of Self Compacting Concrete Sanga Kranthi Kumar Post Graduation, Structural Engineering, Prasad Engineering College, Telangana, India ---------------------------------------------------------------------***---------------------------------------------------------------------

More information

Influence of various acids on the physico mechanical properties of pozzolanic cement mortars

Influence of various acids on the physico mechanical properties of pozzolanic cement mortars Sādhanā Vol. 32, Part 6, December 2007, pp. 683 691. Printed in India Influence of various acids on the physico mechanical properties of pozzolanic cement mortars STÜRKEL, B FELEKOǦLU and S DULLUÇ Department

More information

Study of the performance of natural gravel of marginal soundness in concrete

Study of the performance of natural gravel of marginal soundness in concrete Concrete: Construction s Sustainable Option Cite this paper as follows: O Kelly B.C. 8. Study of the performance of natural gravel of marginal soundness in concrete. Proceedings of the Seventh International

More information

Chapter. Materials. 1.1 Notations Used in This Chapter

Chapter. Materials. 1.1 Notations Used in This Chapter Chapter 1 Materials 1.1 Notations Used in This Chapter A Area of concrete cross-section C s Constant depending on the type of curing C t Creep coefficient (C t = ε sp /ε i ) C u Ultimate creep coefficient

More information

CONCRETE TECHNOLOGY LABORATORY

CONCRETE TECHNOLOGY LABORATORY CONCRETE TECHNOLOGY LABORATORY DEPARTMENT OF CIVIL ENGINEERING CHULALONGKORN UNIVERSITY Tested by... ID No.... Date... Graded by... TEST No. C-7 NON-DESTRUCTIVE TEST OF HARDENED CONCRETE Part A Pulse Velocity

More information

LECTURE NO. 4-5 INTRODUCTION ULTRASONIC * PULSE VELOCITY METHODS

LECTURE NO. 4-5 INTRODUCTION ULTRASONIC * PULSE VELOCITY METHODS LECTURE NO. 4-5 ULTRASONIC * PULSE VELOCITY METHODS Objectives: To introduce the UPV methods To briefly explain the theory of pulse propagation through concrete To explain equipments, procedures, calibrations,

More information

COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone

COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone B. WONNEBERGER AND S. A. BORTZ Wiss, Janney, Elstner Associates, Inc., Northbrook, Illinois, USA 60062

More information

CHAPTER 4 STATISTICAL MODELS FOR STRENGTH USING SPSS

CHAPTER 4 STATISTICAL MODELS FOR STRENGTH USING SPSS 69 CHAPTER 4 STATISTICAL MODELS FOR STRENGTH USING SPSS 4.1 INTRODUCTION Mix design for concrete is a process of search for a mixture satisfying the required performance of concrete, such as workability,

More information

Basic Examination on Assessing Mechanical Properties of Concrete That Has Suffered Combined Deterioration from Fatigue and Frost Damage

Basic Examination on Assessing Mechanical Properties of Concrete That Has Suffered Combined Deterioration from Fatigue and Frost Damage 5th International Conference on Durability of Concrete Structures Jun 30 Jul 1, 2016 Shenzhen University, Shenzhen, Guangdong Province, P.R.China Basic Examination on Assessing Mechanical Properties of

More information

Currently Working. Why do some solutions conduct electricity? A Closer Look. 1. Always wear safety goggles.

Currently Working. Why do some solutions conduct electricity? A Closer Look. 1. Always wear safety goggles. 1. Always wear safety goggles. Currently Working 2. Rinse the well plate and graduated cylinder in the sink. 3. Test the light by placing both terminals of the lighting device on the piece of metal. Does

More information

A new geomembrane for chlorinated water containment

A new geomembrane for chlorinated water containment A new geomembrane for chlorinated water containment Erich Rangel 1 *, Andrew Mills 2, David Beaumier 3, and Brian Fraser 4 1. Environmental Containment Division, Layfield Group Ltd., Canada 2. Environmental

More information

CONCRETE IN THE MIDDLE EAST

CONCRETE IN THE MIDDLE EAST CONCRETE IN THE MIDDLE EAST ALKALI REACTIVITY IN CONCRETE STRUCTURES Presented by : Eng. ELIE J. SFEIR INTRODUCTION What is the Alkali-Reactivity? The alkali reaction is a chemical reaction between some

More information

Experimental Study on Durability and Mechanical Properties of Basalt Fiber Reinforced Concrete under Sodium Sulfate Erosion

Experimental Study on Durability and Mechanical Properties of Basalt Fiber Reinforced Concrete under Sodium Sulfate Erosion 961 A publication of CHEMICAL ENGINEERING TRANSACTIONS VOL. 62, 2017 Guest Editors: Fei Song, Haibo Wang, Fang He Copyright 2017, AIDIC Servizi S.r.l. ISBN 978-88-95608-60-0; ISSN 2283-9216 The Italian

More information

Geology 229 Engineering Geology. Lecture 7. Rocks and Concrete as Engineering Material (West, Ch. 6)

Geology 229 Engineering Geology. Lecture 7. Rocks and Concrete as Engineering Material (West, Ch. 6) Geology 229 Engineering Geology Lecture 7 Rocks and Concrete as Engineering Material (West, Ch. 6) Outline of this Lecture 1. Rock mass properties Weakness planes control rock mass strength; Rock textures;

More information

The Effect of High Temperatures on Toughness of Concrete

The Effect of High Temperatures on Toughness of Concrete The Effect of High Temperatures on Toughness of Concrete Vydra V, Trtík K, Vodák F Concrete: Construction s Sustainable Option, Dundee Scotland 8-10 July 2008 1 / 18 Introduction Task: To prepare data

More information

TESTING of AGGREGATES for CONCRETE

TESTING of AGGREGATES for CONCRETE TESTING of AGGREGATES for CONCRETE The properties of the aggregates affect both the fresh and hardened properties of concrete. It is crucial to know the properties of the aggregates to be used in the making

More information

BAW Code of Practice. Frost Resistance Tests for Concrete (MFB) Issue 2012

BAW Code of Practice. Frost Resistance Tests for Concrete (MFB) Issue 2012 BAW Code of Practice Frost Resistance Tests for Concrete (MFB) Issue 2012 BAW Codes of Practice and Guidelines Publisher Bundesanstalt für Wasserbau (BAW) Kussmaulstrasse 17 76187 Karlsruhe, Germany P.

More information

Estimates of Parameters Used By Model B3

Estimates of Parameters Used By Model B3 Appendix C Estimates of Parameters Used By Model B3 C.1 Equations Used By B3 Model B3 (Bažant and Baweja 1995a, Bažant and Baweja 2000a) covers creep and shrinkage of concrete, including their coupling.

More information

AN EXPERIMENTAL STUDY ON INELASTIC BEHAVIOR AND RESTORING FORCE CHARACTERISTICS OF VIBRATION CONTROL DEVICE AS STEEL SCALING-FRAME

AN EXPERIMENTAL STUDY ON INELASTIC BEHAVIOR AND RESTORING FORCE CHARACTERISTICS OF VIBRATION CONTROL DEVICE AS STEEL SCALING-FRAME The th Asia Conference on Earthquake Engineering October 16-18, 214 AN EXPERIMENTAL STUDY ON INELASTIC BEHAVIOR AND RESTORING FORCE CHARACTERISTICS OF VIBRATION CONTROL DEVICE AS STEEL SCALING-FRAME Shinichiro

More information

Hydrothermal ageing effects on flexural properties of GFRP composite laminates

Hydrothermal ageing effects on flexural properties of GFRP composite laminates Indian Journal of Engineering & Materials Sciences Vol. 20, October 2013, pp. 415-424 Hydrothermal ageing effects on flexural properties of GFRP composite laminates P Sampath Rao* & M Manzoor Hussain Department

More information

RESEARCH INTO THE CORRELATION BETWEEN CONCRETE STRENGHT AND UPV VALUES. B. Tumendemberel, Ts. Baigalimaa

RESEARCH INTO THE CORRELATION BETWEEN CONCRETE STRENGHT AND UPV VALUES. B. Tumendemberel, Ts. Baigalimaa RESEARCH INTO THE CORRELATION BETWEEN CONCRETE STRENGHT AND UPV VALUES B. Tumendemberel, Ts. Baigalimaa Centre of NDT, Mongolian University of Science and Technology e-mail: tumen_must@yahoo.com baigal5@yahoo.com

More information

Use of Nano-Enhanced Plastic Based Cementitious Material [NPBC] to Improve Acid Resistance of Sewer Systems

Use of Nano-Enhanced Plastic Based Cementitious Material [NPBC] to Improve Acid Resistance of Sewer Systems Use of Nano-Enhanced Plastic Based Cementitious Material [NPBC] to Improve Acid Resistance of Sewer Systems Chibuikem Okoro, MSCE (Jan 14) and Philip Udo-Inyang, Ph.D Temple University Philadelphia, PA

More information

Alkali-Silica Reaction In Concrete

Alkali-Silica Reaction In Concrete Alkali-Silica Reaction In Concrete By KAUSHAL KISHORE Materials Engineer, Roorkee The problem of Alkali-silica reaction was believed to be non-existent in India till 1983, when its occurrence was diagnosed

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

Nondestructive Monitoring of Setting and Hardening of Portland Cement Mortar with Sonic Methods

Nondestructive Monitoring of Setting and Hardening of Portland Cement Mortar with Sonic Methods Nondestructive Monitoring of Setting and Hardening of Portland Cement Mortar ith Sonic Methods Thomas Voigt, Northestern University, Evanston, USA Surendra P. Shah, Northestern University, Evanston, USA

More information

TITLE STATUS SPEC. NO. DATE PAGE NO. 3.5Φ EARPHONE JACK 4 POLEs / 2 SWITCH GENERAL SMT TYPE BS S-01

TITLE STATUS SPEC. NO. DATE PAGE NO. 3.5Φ EARPHONE JACK 4 POLEs / 2 SWITCH GENERAL SMT TYPE BS S-01 Specification TITLE STATUS SPEC. NO. DATE PAGE NO. 3.5Φ EARPHONE JACK 4 POLEs / 2 SWITCH GENERAL SMT TYPE BS123-000S-01 1 OF 4 1999/09/30 1. GENERAL SCOPE THIS SPECIFICATION COVERs THE GENERAL REQUIREMENTs

More information

Evaluation of Chemical Resistance of Polymer Concrete in Corrosive Environments

Evaluation of Chemical Resistance of Polymer Concrete in Corrosive Environments Iranica Journal of Energy & Environment 4 {(3) Geo-hazards and Civil Engineering)}: 300-306, 2013 ISSN 2079-2115 IJEE an Official Peer Reviewed Journal of Babol Noshirvani University of Technology DOI:

More information

Prajapati et al, International Journal of Advanced Engineering Research and Studies E-ISSN

Prajapati et al, International Journal of Advanced Engineering Research and Studies E-ISSN Research Paper FEW ASPECTS OF DURABILITY OF GEOPOLYMER CONCRETE CONTAINING METALLIZED PLASTIC WASTE H. R. Prajapati¹, A. Bhogayata² and Dr. N. K. Arora 3 Address for Correspondence ¹P. G. Student Applied

More information

COMPARISONS OF LINEAR REGRESSION MODELS FOR PROPERTIES OF ALKALI- ACTIVATED BINDER CONCRETE

COMPARISONS OF LINEAR REGRESSION MODELS FOR PROPERTIES OF ALKALI- ACTIVATED BINDER CONCRETE COMPARISONS OF LINEAR REGRESSION MODELS FOR PROPERTIES OF ALKALI- ACTIVATED BINDER CONCRETE Arkamitra Kar Birla Institute of Technology and Science - Pilani, Telangana, India Udaya B. Halabe West Virginia

More information

Ecofriendly Concrete by Partial Replacement of Cement by Zeolite

Ecofriendly Concrete by Partial Replacement of Cement by Zeolite Ecofriendly Concrete by Partial Replacement of Cement by Zeolite Anila Mary Jacob 1, Lakshmi G Das 2 P.G. Student, Department of Civil Engineering, Indira Gandhi Institute of Engineering & Technology for

More information

Asphalt Mix Designer. Module 2 Physical Properties of Aggregate. Specification Year: July Release 4, July

Asphalt Mix Designer. Module 2 Physical Properties of Aggregate. Specification Year: July Release 4, July Specification Year: July 2005 Release 4, July 2005 2-1 The first step in the development of an HMA mix design is to identify the materials that will be used in the pavement. In Florida the asphalt binder

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

PFA HP Plus GBK Lining Sheet

PFA HP Plus GBK Lining Sheet Safeguarding process purity Dupont has enhanced Teflon PFA HP in such a way that gives Teflon PFA HP Plus the same unsurpassed purity but have improved mechanical toughness and stress crack resistance,

More information

Declaration of Performance

Declaration of Performance Styrozone T N300/H350/N500/N700 1000.CPR.STYROZON.T.2013.002 Unique identification code of the product-type: STYROZON T H350 Harmonised technical specification: BS-N 13164 Notified body/ies: AFITI LICOF.NB

More information

Geology 229 Engineering and Environmental Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)

Geology 229 Engineering and Environmental Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6) Geology 229 Engineering and Environmental Geology Lecture 5 Engineering Properties of Rocks (West, Ch. 6) Outline of this Lecture 1. Triaxial rock mechanics test Mohr circle Combination of Coulomb shear

More information

ME 207 Material Science I

ME 207 Material Science I ME 207 Material Science I Chapter 3 Properties in Tension and Compression Dr. İbrahim H. Yılmaz http://web.adanabtu.edu.tr/iyilmaz Automotive Engineering Adana Science and Technology University Introduction

More information

EFFECT OF VIBRATION ON FREEZE-THAW RESISTANCE OF CONCRETE AHMAD A. GHADBAN

EFFECT OF VIBRATION ON FREEZE-THAW RESISTANCE OF CONCRETE AHMAD A. GHADBAN EFFECT OF VIBRATION ON FREEZE-THAW RESISTANCE OF CONCRETE by AHMAD A. GHADBAN B.S., American University of Sharjah, 29 M.S., American University of Sharjah, 212 AN ABSTRACT OF A DISSERTATION submitted

More information

MEASURING THE EFFECT OF DE-ICING SOLUTIONS ON THE ADHESION OF ASPHALT MIXTURES

MEASURING THE EFFECT OF DE-ICING SOLUTIONS ON THE ADHESION OF ASPHALT MIXTURES Anastasio Sara, Nilssen Kine Department of Civil and Transport Engineering, Norwegian University of Science and Technology, Trondheim, Norway sara.anastasio@ntnu.no kine.nilssen@ntnu.no MEASURING THE EFFECT

More information

TEST REPORT No. : XMML Date : Apr. 26, 2010 Page : 1 of 15

TEST REPORT No. : XMML Date : Apr. 26, 2010 Page : 1 of 15 Page : 1 of 15 COSMOS GRANITE & MARBLE 501 S. NEW HOPE ROAD, RALEIGH, NC 27610 USA The following sample(s) was/were submitted and identified on behalf of the client as: Sample Name : SL2001 SGS Ref. No.

More information

, causing the length to increase to l 1 R U M. L Q P l 2 l 1

, causing the length to increase to l 1 R U M. L Q P l 2 l 1 1 1 Which of the following correctly defines the terms stress, strain and oung modulus? stress strain oung modulus (force) x (area) (extension) x (original length) (stress) / (strain) (force) x (area)

More information

Freezing and Thawing Durability of Very High Strength Concrete

Freezing and Thawing Durability of Very High Strength Concrete American J. of Engineering and Applied Sciences 4 (1): 42-51, 2011 ISSN 1941-7020 2010 Science Publications Freezing and Thawing Durability of Very High Strength Concrete Sameer Hamoush and Miguel Picornell-Darder,

More information

University of Minnesota Nano Center Standard Operating Procedure

University of Minnesota Nano Center Standard Operating Procedure University of Minnesota Nano Center Standard Operating Procedure Equipment Name: Zeta Potential Analyzer Model: Stabino Location: PAN 185 Badger Name: Not on Badger Revision Number: 0-Inital release Revisionist:

More information

EXPERIMENTAL STUDY ON DYNAMIC ELASTIC MODUL AND R-WAVE VELOCITIES OF EPOXY MORTARS UNDER DIFFERENT TEMPERATURES

EXPERIMENTAL STUDY ON DYNAMIC ELASTIC MODUL AND R-WAVE VELOCITIES OF EPOXY MORTARS UNDER DIFFERENT TEMPERATURES www.ceramics-silikaty.cz Ceramics-Silikáty 6 (), -7 (8) doi:.68/cs.7. EXPERIMENTAL STUDY ON DYNAMIC ELASTIC MODUL AND R-WAVE VELOCITIES OF EPOXY MORTARS UNDER DIFFERENT TEMPERATURES # XIAOBIN LU*, **,

More information

Liquids and Solids. H fus (Heat of fusion) H vap (Heat of vaporization) H sub (Heat of sublimation)

Liquids and Solids. H fus (Heat of fusion) H vap (Heat of vaporization) H sub (Heat of sublimation) Liquids and Solids Phase Transitions All elements and compounds undergo some sort of phase transition as their temperature is increase from 0 K. The points at which these phase transitions occur depend

More information

PMT. GCE AS and A Level. Physics A. AS exams 2009 onwards A2 exams 2010 onwards. Unit 2: Approved specimen question paper. Version 1.

PMT. GCE AS and A Level. Physics A. AS exams 2009 onwards A2 exams 2010 onwards. Unit 2: Approved specimen question paper. Version 1. GCE AS and A Level Physics A AS exams 2009 onwards A2 exams 2010 onwards Unit 2: Approved specimen question paper Version 1.1 Surname Other Names Leave blank Centre Number Candidate Number Candidate Signature

More information

Early Age Tests to Predict 28 Days Compressive Strength of Concrete

Early Age Tests to Predict 28 Days Compressive Strength of Concrete Awam International Conference on Civil Engineering (AICCEQ2) Geohazard Information Zonation (GIZQ2) Park Royal Penang Resort 28 1' m o 1' August 2012 Early Age Tests to Predict 28 Days Compressive Strength

More information

Junya Yazawa 1 Seiya Shimada 2 and Takumi Ito 3 ABSTRACT 1. INTRODUCTION

Junya Yazawa 1 Seiya Shimada 2 and Takumi Ito 3 ABSTRACT 1. INTRODUCTION PREDICTIVE METHOD OF INELASTIC RESPONSE AND RESIDUAL DEFORMATION OF STEEL FRAME USING SEMI-RIGID CONNECTIONS WITH SELF-RETURNING RESTORING FORCE CHARACTERISTICS Junya Yazawa 1 Seiya Shimada 2 and Takumi

More information

for free revision past papers visit:

for free revision past papers visit: NAME ADM NO:. STUNDENT S SIGNATURE DATE.. SCHOOL 233/2 FORM THREE CHEMISTRY THEORY Paper 2 END YEAR 2017 EXAMS. Time: 2 Hrs FORM THREE CHEMISTRY 233/2 INSTRUCTIONS TO CANDIDATES Write your Name and Index

More information

EVALUATION OF GRAMPIAN SAND SANDSTONE

EVALUATION OF GRAMPIAN SAND SANDSTONE 14 September 2005 Sandstone Australia International 7 Disney Avenue KEILOR EAST VIC 3033 Attention: Mr. Harry Behncke EVALUATION OF GRAMPIAN SAND SANDSTONE CLIENT REFERENCE Request H. Behncke OUR REFERENCE

More information

University of Sheffield The development of finite elements for 3D structural analysis in fire

University of Sheffield The development of finite elements for 3D structural analysis in fire The development of finite elements for 3D structural analysis in fire Chaoming Yu, I. W. Burgess, Z. Huang, R. J. Plank Department of Civil and Structural Engineering StiFF 05/09/2006 3D composite structures

More information

Periodic table with the elements associated with commercial polymers in color.

Periodic table with the elements associated with commercial polymers in color. Polymers 1. What are polymers 2. Polymerization 3. Structure features of polymers 4. Thermoplastic polymers and thermosetting polymers 5. Additives 6. Polymer crystals 7. Mechanical properties of polymers

More information

EXPERIMENT #4 Freezing Points, Cooling Curves, and Molar Mass Determination

EXPERIMENT #4 Freezing Points, Cooling Curves, and Molar Mass Determination OBJECTIVES: EXPERIMENT #4 Freezing Points, Cooling Curves, and Molar Mass Determination Observe temperature versus time and record data for pure acetic acid cooled in an ice-water bath Plot temperature

More information

Concrete Engineering and Technology Prof. Sudhir Misra Department of Civil Engineering Indian Institute of Technology, Kanpur

Concrete Engineering and Technology Prof. Sudhir Misra Department of Civil Engineering Indian Institute of Technology, Kanpur Concrete Engineering and Technology Prof. Sudhir Misra Department of Civil Engineering Indian Institute of Technology, Kanpur Lecture - 24 Alkali aggregate reaction (Part 1 of 2) And welcome to another

More information

CE : CIVIL ENGINEERING

CE : CIVIL ENGINEERING 2009 CE : CIVIL ENGINEERING Duration : Three Hours Read the following instructions carefully. l. This question paper contains 16 printed pages including pages for rough work. Please check all pages and

More information

Effect of different molarities of Sodium Hydroxide solution on the Strength of Geopolymer concrete

Effect of different molarities of Sodium Hydroxide solution on the Strength of Geopolymer concrete American Journal of Engineering Research (AJER) e-issn : 23-847 p-issn : 23-936 Volume-4, Issue-3, pp-139-145 www.ajer.org Research Paper Open Access Effect of different molarities of Sodium Hydroxide

More information

FRICTION SLIPPING BEHAVIOR BETWEEN CONCRETE AND STEEL -AIMING THE DEVELOPMENT OF BOLTED FRICTION- SLIPPING JOINT -

FRICTION SLIPPING BEHAVIOR BETWEEN CONCRETE AND STEEL -AIMING THE DEVELOPMENT OF BOLTED FRICTION- SLIPPING JOINT - FRICTION SLIPPING BEHAVIOR BETWEEN CONCRETE AND STEEL -AIMING THE DEVELOPMENT OF BOLTED FRICTION- SLIPPING JOINT - Tomokazu Yoshioka, Masamichi Ohkubo Kyushu Institute of Design, Japan Abstract The authors

More information

Simulation of the concrete chloride NT build-492 migration test

Simulation of the concrete chloride NT build-492 migration test Simulation of the concrete chloride NT build-492 migration test Aix-en-Provence, France May 29-June 1, 2012 J. Lizarazo-Marriaga 1, J. Gonzalez 1, P. Claisse 2, 1 Universidad Nacional de Colombia 2 Coventry

More information

ICSE Board Class IX Chemistry Paper 3 Solution

ICSE Board Class IX Chemistry Paper 3 Solution ICSE Board Class IX Chemistry Paper 3 Solution SECTION I Answer 1 i. The number of electrons, that atom can lose, gain or share during a chemical reaction is called its valency. ii. Solute: A solute is

More information

There are three main types of structure - mass, framed and shells.

There are three main types of structure - mass, framed and shells. STRUCTURES There are three main types of structure - mass, framed and shells. Mass structures perform due to their own weight. An example would be a dam. Frame structures resist loads due to the arrangement

More information

CHEMICAL RESISTANCE LIST

CHEMICAL RESISTANCE LIST 1,1,1 Trichloroethane C 2 H 3 CI 3 100 2-Butanoxim C 4 H 9 NO 100 COOH 1 60 COOH 5 COOH 5 60 COOH 10 COOH COOH 20 Acetone CH 3 COCH 3 100 Alaun KAl( ) 2 Aluminium Chloride AlCl 3 Aluminium Chloride AlCl

More information

Episode 227: Hooke s law

Episode 227: Hooke s law Episode 227: Hooke s law This episode introduces the mechanical properties of materials: often an important consideration when choosing a material for a particular application. It focuses on the strength

More information

PRODUCT SPECIFICATION FOR Micro SIM +Nano SIM/Micro SD (T/F)Card Connector SERIES

PRODUCT SPECIFICATION FOR Micro SIM +Nano SIM/Micro SD (T/F)Card Connector SERIES Page 1 of 5 1.0 SCOPE This Specification covers Micro SIM +Nano SIM/Micro SD Card Connector SERIES 2.0 APPLICABLE DOCUMENTS AND SPECIFICATIONS See sales drawings and other sections of this specification

More information

Application of the Cement Hydration Equation in self-compacting concrete s compressive strength

Application of the Cement Hydration Equation in self-compacting concrete s compressive strength Computational Methods and Experimental Measurements XIII 655 Application of the Cement Hydration Equation in self-compacting concrete s compressive strength N. Anagnostopoulos, A. Gergiadis & K. K. Sideris

More information

mohd faisol mansor/chemistry form 4/chapter 7 CHAPTER 7 ACIDS AND BASES HCl (g) H 2 O H + (aq) + Cl - (aq) NaOH(s) H 2 O Na + (aq) + OH - (aq)

mohd faisol mansor/chemistry form 4/chapter 7 CHAPTER 7 ACIDS AND BASES HCl (g) H 2 O H + (aq) + Cl - (aq) NaOH(s) H 2 O Na + (aq) + OH - (aq) CHAPTER 7 ACIDS AND BASES Arrhenius Theory An acid is a chemical compound that produces hydrogen ions, H + or hydroxonium ions H3O + when dissolve in water. A base defined as a chemical substance that

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Unit 4 Heol Aur Dafen Industrial Estate Dafen Carmarthenshire SA14 8QN Contact: Mr P Evans Tel: +44 (0)1554 784040 Fax: +44 (0)1554 784041 E-Mail: pevans@gstl.co.uk Website: www.gstl.co.uk locations: Testing

More information

SHEAR STRENGTH OF SOIL UNCONFINED COMPRESSION TEST

SHEAR 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 information

CIE Chemistry A-Level Practicals for Papers 3 and 5

CIE Chemistry A-Level Practicals for Papers 3 and 5 CIE Chemistry A-Level Practicals for Papers 3 and 5 Rate of Reaction Disappearing cross: Change in rate of the reaction of sodium thiosulphate with hydrochloric acid as temperature is changed: Na 2 S 2

More information

Aggregates for Concrete

Aggregates for Concrete Fine Aggregate Sand and/or crushed stone < 5 mm (0.2 in.) F.A. content usually 35% to 45% by mass or volume of total aggregate Coarse Aggregate Gravel and crushed stone 5 mm (0.2 in.) typically between

More information

Concrete Strength Evaluation Based on Non-Destructive Monitoring Technique using Piezoelectric Material

Concrete Strength Evaluation Based on Non-Destructive Monitoring Technique using Piezoelectric Material International Journal of Current Engineering and Technology E-ISSN 2277 4106, P-ISSN 2347 5161 2016 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Research Article Concrete

More information

A Simple Approach to Modeling Chloride Diffusion into Cracked Reinforced Concrete Structures

A Simple Approach to Modeling Chloride Diffusion into Cracked Reinforced Concrete Structures Journal of Civil Engineering Research 215, 5(5): 97-15 DOI: 1.5923/j.jce.21555.1 A Simple Approach to Modeling Chloride Diffusion into Cracked Reinforced Conete Structures Thuy Ninh Nguyen, Hoang Quoc

More information

The Soniscope a Device for Field Testing of Concrete

The Soniscope a Device for Field Testing of Concrete The Soniscope a Device for Field Testing of Concrete E. A. W hitehurst Research Engineer, Joint Highway Research Project Purdue University The determination of the quality of concrete in a structure or

More information

Keywords: mechanical property, polymer optical fibre, radiation, transmission.

Keywords: mechanical property, polymer optical fibre, radiation, transmission. 5 th Australasian Congress on Applied Mechanics, ACAM 27 1-12 December 27, Brisbane, Australia Radiation damage to polymer optical fibres C. Yan 1, S.H. Law 2, N. Suchowerska 3,4 and S.H. Hong 5 1 School

More information

Crystalline The Solid State notes.notebook. April 15, crystalline : regular/repeating arrangement (pattern) of particles

Crystalline The Solid State notes.notebook. April 15, crystalline : regular/repeating arrangement (pattern) of particles http://www.google.com/imgres? imgurl=http://bouman.chem.georgetown.edu/s02/lect30/e03.jpg&imgrefurl=http://bouman.che m.georgetown.edu/s02/lect30/lect30.htm&usg= TlOCX3 Zy179Iiw4QP5X nuklxi=&h=305 &w=675&sz=190&hl=en&start=27&itbs=1&tbnid=zz3jzrsdfp0ogm:&tbnh=62&tbnw=138

More information

Study on Characteristics of Ultrasound Amplitude for the Concrete under Stress

Study on Characteristics of Ultrasound Amplitude for the Concrete under Stress 3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015) Study on Characteristics of Ultrasound Amplitude for the Concrete under Stress Ling Zhang 1,2, a *, Lili

More information

A VACUUM-AIR PERMEABILITY TEST FOR IN-SITU ASSESSMENT OF COVER CONCRETE

A VACUUM-AIR PERMEABILITY TEST FOR IN-SITU ASSESSMENT OF COVER CONCRETE A VACUUM-AIR PERMEABILITY TEST FOR IN-SITU ASSESSMENT OF COVER CONCRETE Peter. A. CLAISSE*, Esmaiel. GANJIAN and Tarek A. ADHAM School of The Built Environment Coventry University Priory Street Coventry

More information

Construction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist

Construction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist Construction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist Outline of presentation Minerals at the British Geological Survey Particle size, shape & density Strength

More information

Strength of Materials (15CV 32)

Strength of Materials (15CV 32) Strength of Materials (15CV 32) Module 1 : Simple Stresses and Strains Dr. H. Ananthan, Professor, VVIET,MYSURU 8/21/2017 Introduction, Definition and concept and of stress and strain. Hooke s law, Stress-Strain

More information

Determination of Orthophosphate Ion

Determination of Orthophosphate Ion Determination of Orthophosphate Ion Introduction Phosphorous, in the form of phosphate, is one of several important elements in the growth of plants. Excessive algae growth in water is stimulated by the

More information

Acid-Base Titration. Volume NaOH (ml) Figure 1

Acid-Base Titration. Volume NaOH (ml) Figure 1 LabQuest 24 A titration is a process used to determine the volume of a solution needed to react with a given amount of another substance. In this experiment, you will titrate hydrochloric acid solution,

More information

Determination of Orthophosphate Ion

Determination of Orthophosphate Ion Determination of Orthophosphate Ion Introduction Phosphorous, in the form of phosphate, is one of several important elements in the growth of plants. Excessive algae growth in water is stimulated by the

More information

Estimation of the Residual Stiffness of Fire-Damaged Concrete Members

Estimation of the Residual Stiffness of Fire-Damaged Concrete Members Copyright 2011 Tech Science Press CMC, vol.22, no.3, pp.261-273, 2011 Estimation of the Residual Stiffness of Fire-Damaged Concrete Members J.M. Zhu 1, X.C. Wang 1, D. Wei 2, Y.H. Liu 2 and B.Y. Xu 2 Abstract:

More information

RESEARCH PROJECT NO. 26

RESEARCH PROJECT NO. 26 RESEARCH PROJECT NO. 26 DETERMINATION OF POISSON'S RATIO IN AD1 TESTING BY UNIVERSITY OF MICHIGAN REPORT PREPARED BY BELA V. KOVACS and JOHN R. KEOUGH \ MEMBER / / DUCTILE IRON \ SOCIETY Issued by the

More information

Conductivity of Electrolytes in Solution

Conductivity of Electrolytes in Solution Conductivity of Electrolytes in Solution Introduction: Electrical current can be thought of as the movement of electrons or ionic charges from an area of high potential to an area of low potential. Materials

More information

Trezos, Sfikas and Pavlou 3rd fib International Congress WATER PERMEABILITY OF SELF COMPACTING CONCRETE

Trezos, Sfikas and Pavlou 3rd fib International Congress WATER PERMEABILITY OF SELF COMPACTING CONCRETE WATER PERMEABILITY OF SELF COMPACTING CONCRETE Konstantinos G. Trezos, Assistant Professor, School of Civil Eng., N.T.U.A., Greece Ioannis P. Sfikas, MSc, PhD Candidate, School of Civil Eng. N.T.U.A.,

More information

National 5 Chemistry

National 5 Chemistry National 5 Chemistry Identified Past Paper Questions from SQA Credit and Intermediate 2 papers Unit : Chemical Changes and Structure March 204 Transforming lives through learning Chemistry N5 Past Paper

More information

Mechanical properties 1 Elastic behaviour of materials

Mechanical properties 1 Elastic behaviour of materials MME131: Lecture 13 Mechanical properties 1 Elastic behaviour of materials A. K. M. B. Rashid Professor, Department of MME BUET, Dhaka Today s Topics Deformation of material under the action of a mechanical

More information

[Yadav*, 5(3): March, 2016] ISSN: (I2OR), Publication Impact Factor: 3.785

[Yadav*, 5(3): March, 2016] ISSN: (I2OR), Publication Impact Factor: 3.785 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY EXPERIMENTAL STUDY ON THE STRUCTURAL HEALTH MONITORING ON A R.C.C. BEAM BASED ON PIEZOELECTRIC MATERIAL Praveen Kumar Yadav*,

More information

DESIGN OF ULTRA-THIN BONDED HOT MIX WEARING COURSE (UTBHMWC) MIXTURES

DESIGN OF ULTRA-THIN BONDED HOT MIX WEARING COURSE (UTBHMWC) MIXTURES Test Procedure for DESIGN OF ULTRA-THIN BONDED HOT MIX WEARING COURSE TxDOT Designation: Tex-247-F Effective Date: August 2008 August 2016. 1. SCOPE 1.1 This test method determines the proper proportions

More information

CEEN Laboratory 4 Aggregates for Base Layers, Portland Cement Concrete & Hot Mix Asphalt

CEEN Laboratory 4 Aggregates for Base Layers, Portland Cement Concrete & Hot Mix Asphalt CEEN 3320 - Laboratory 4 Aggregates for Base Layers, Portland Cement Concrete & Hot Mix Asphalt INTRODUCTION Civil Engineering projects utilize aggregates for a variety of purposes, including unbound base

More information

Polyethylene Chemical Resistance. ARM Fall Conference 2015, Denver CO. Carmine D Agostino, Technical Service and Application Development

Polyethylene Chemical Resistance. ARM Fall Conference 2015, Denver CO. Carmine D Agostino, Technical Service and Application Development Polyethylene Chemical Resistance Workshop ARM Fall Conference 2015, Denver CO Carmine D Agostino, Technical Service and Application Development 1 Contents Introduction Definition Chemical Effects on Polyethylene

More information

Numerical Simulation on Concrete Pouring Process of Self-Compacting Concrete-Filled Steel Tube

Numerical Simulation on Concrete Pouring Process of Self-Compacting Concrete-Filled Steel Tube Numerical Simulation on Concrete Pouring Process of Self-Compacting Concrete-Filled Steel Tube B.H. Qi Building Research Institute, Angang Construction Group, Anshan Liaoning, China J.Z. Fu& S. Yan School

More information

The topics in this unit are:

The topics in this unit are: The topics in this unit are: 1 Uses of chemicals in industry 2 Acids and alkalis 1 3 Acids and alkalis 2 4 Neutralisation 5 Chemical synthesis 6 Percentage yield 7 Relative atomic mass 8 Relative formula

More information

STEEL. General Information

STEEL. General Information General Information General Information TYPICAL STRESS-STRAIN CURVE Below is a typical stress-strain curve. Each material has its own unique stress-strain curve. Tensile Properties Tensile properties indicate

More information

Mechanistic Investigation of Granular Base and Subbase Materials A Saskatchewan Case Study

Mechanistic Investigation of Granular Base and Subbase Materials A Saskatchewan Case Study Mechanistic Investigation of Granular Base and Subbase Materials A Saskatchewan Case Study Curtis Berthelot, P. Eng. Department of Civil and Geological Engineering University of Saskatchewan 57 Campus

More information

National 5 Chemistry

National 5 Chemistry National 5 Chemistry Identified Past Paper Questions from SQA Credit and Intermediate 2 papers Unit : Chemical Changes and Structure March 204 Transforming lives through learning Chemistry N5 Past Paper

More information

M I N I S T R Y O F C O M M U N I C A T I O N S T E L E C O M M U N I C A T I O N S S E C T O R T E C H N I C A L S T A N D A R D F O R

M I N I S T R Y O F C O M M U N I C A T I O N S T E L E C O M M U N I C A T I O N S S E C T O R T E C H N I C A L S T A N D A R D F O R M I N I S T R Y O F C O M M U N I C A T I O N S T E L E C O M M U N I C A T I O N S S E C T O R T E C H N I C A L S T A N D A R D F O R M A T E R I A L S N O. G 2 0 : 1 0 : 0 0 1 : 1 8 J U M P E R W I

More information

UNIT I SIMPLE STRESSES AND STRAINS

UNIT I SIMPLE STRESSES AND STRAINS Subject with Code : SM-1(15A01303) Year & Sem: II-B.Tech & I-Sem SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) UNIT I SIMPLE STRESSES

More information

Haleh Azari, Ph.D. AASHTO Materials Reference Laboratory (AMRL) AASHTO Subcommittee on Materials Meeting August 2007

Haleh Azari, Ph.D. AASHTO Materials Reference Laboratory (AMRL) AASHTO Subcommittee on Materials Meeting August 2007 Haleh Azari, Ph.D. AASHTO Materials Reference Laboratory (AMRL) AASHTO Subcommittee on Materials Meeting August 2007 AMRL Research Program Mission Meet the Research and Standards Needs of the AASHTO Member

More information

Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in

Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in Sabah Shawkat Cabinet of Structural Engineering 17 3.6 Shear walls Walls carrying vertical loads should be designed as columns. Basically walls are designed in the same manner as columns, but there are

More information