Geotechnical Testing Journal Subject Index Volume 18, 1995
|
|
|
- Erick Lynch
- 5 years ago
- Views:
Transcription
1 Geotechnical Testing Journal Subject Index Volume 18, 1995 A Aged solid waste Aggregate Air permeability and anisotropy (Sinha, N, Rodeck, SA, Anisotropy and anisotropy (Sinha, N, Rodeck, SA, Apex angles Atterberg limits Automation Modified commercial triaxial testing system for small strain measurements: preliminary results on Pisa clay (Lo Presti, DCE Pallara, O, and Puci, I), March, 15 Axisymmetric testing B Bearing capacities Bearing capacity of highly frictional Rigid plate settlements on soils with varying deformation properties (Reznik, YM), 1995 by the American Society for Testing and Materials Book review Dynamic Vibration Absorbers: Theory and Technical Applications by Korenev and Reznikov (Housner, GW), June, 299 Bubble point method C Calibration chamber well-graded sand specimens (Fretti, C, Lo Presti, DCE and Pedroni, S), June, 292 Cementation Classification NJ and Ratnaweera~ P), March, 41 Clay liners E J, Erickson, AE, and Wang, X), Sept., Clay slurry Role of jute geotextile/slurry interface Karunaratne, G-P), Sept., 342 Clays Discussion on "an approximate method for estimating the consolidation behavior of soft sensitive clays" by R. C. Joshi, Gopal Achari, and Fred J. Griffiths (Vatsala, A, Nagaraj, TS, and Murthy, BRS), Sept., Strain rate effects on shear modulus and damping of normally consolidated clay (Shibuya, S, Mitachi, T, Fukuda, F, and Degoshi, T), Sept., 365 (Fam, M and Santamarina, C), Sept., 307 Coefficient of consolidation Cohesive soils Modified commercial triaxial testing system for small strain measurements: preliminary results on Pisa clay (Lo Presti, DCE Pallara, O, and Puci, I), March, 15 Collapsible soils Compaction Compressibilities June, 24t Permeability and compressibility behavior of bentonite-sand/soil mixes (Pandian, NS, Nagaraj, TS, and Raju, SRN), March, 86
2 508 GEO~CHNICAL TESTING JOURNAL Cone penetration tests Consolidation Discussion on "an approximate method for estimating the consolidation behavior of soft sensitive clays" by R. C. Joshi, Gopal Achari, and Fred J. Griffiths (Vatsala, A, Nagaraj, TS, and Murthy, BRS), Sept., 384 Contaminated soils NJ and Ratuaweera, P), March, 41 Creep Cyclic loading Cyclic tests normal stiffness tests (Tabucanon, JT, Airey, DW, and Poulos, HG), Sept., 350 D Decontamination of soils Deformation Deformation modulus Density Distribution Disturbance Drilled shafts testing" by Dan Brown (GoNe, GG, Rausche, F, and Likins, G), Dec., 493 E Elastic properties Electromagnetic waves (Fam, M and Santamarina, C), Sept., 307 Experimental design using multifactorial experimental Filters Filtration Freeze-thaw EJ, Erickson, AE, and Wang, X), Sept., Friction and Connors, P J), June, 168 (Evans, MD and Fennick, TJ), June, 271 Frost EJ, Erickson, AE, and Wang, X), Sept., G Geogrid loads on geogrid embedded in sand (Min, Y, Leshchinsky, D, Ling, HI, and Kaliakin, VN), June, 204 Soil-geogrid reinforcement interaction by pullout and direct shear tests (Alfaro, Geosynthetics Gradients Closure (Fannin, R J, Vaid, YP, and Shi, Y), Granular materials Granular soils using multifactorial experimental Granulometry H Highly frictional material Bearing capacity of highly frictional Hydraulic conductivity E J, Erickson, AE, and Wang, X), Sept., Identification NJ and Ratnaweera, P), March, 41
3 In-isolation tests loads on geogrid embedded in sand (Min, Y, Leshchinsky, D, Ling, HI, and Kaliakin, VN), June, 204 In-situ tests Measurement of in situdensity of sand Instrumentation small strains during triaxial testing of soil specimens (Scholey, GK, Frost, JD, Lo Presti, DCF, and Jamiolkowski, M), Interface friction (Evans, MD and Fennick, TJ), June, 271 Role of jute geotextile/slurry interface Karunaratue, G-P), Sept., 342 L Laboratory testing Strain rate effects on shear modulus and damping of normally consolidated clay (Shibuya, S, Mitachi, T, Fukuda, F, and Degoshi, T), Sept., 365 Levees Liners Liquid limits PSR, Pandian, NS, and Nagaraj, TS), Load pile tests capacity of deep foundations from statnamic testing" by Dan Brown (Goble, GG, Ransche, E and Likins, G), Dec., 493 Lunar regolith Beating capacity of highly frictional M--O Mechanical waves (Fam, M, and Santamarina, C), Sept., 307 Model tests Moisture retention Oedometer testing (Faro, M and Santamarina, C), Sept., 307 Organic chemicals Partially saturated soils strain measurement in triaxial tests (Skopek, P and Cyre, GP), March, 106 Pavements Penetration Penetrometers Permeability Closure (Fannin, R J, Vaid, YP, and Shi, Y), SUBJECT INDEX 509 Permeability and compressibility behavior of bentonite-sand/soil mixes (Pandian, NS, Nagaraj, TS, and Raju, SRN), March, 86 Piles testing" by Dan Brown (Goble, GG, Rausche, E and Likins, G), Dec., 493 normal stiffness tests (Tabucanon, JT, Airey, DW, and Poulos, HG), Sept., 350 Plate-bearing test Pluvial deposition well-graded sand specimens (Fretti, C, Lo Presti, DCE and Pedroni, S), June, 292 Pore-water pressures Closure (Houston, SL, Houston, WN, Wagner, A-M), Sept., 394 Discussion on "laboratory filter paper suction measurements" by Sandra L. Houston, William N. Houston, and Anne- Marie Wagner (Ridley, AM), Sept., 391 Porosity Pull-out tests loads on geogrid embedded in sand (Min, Y, Leshchinsky, D, Ling, HI, and Kaliakin, VN), June, 204 Soil-geogrid reinforcement interaction by pullout and direct shear tests (Alfaro, R Residual soils Roots Rotation shear device (Evans, MD and Fennick, T J), June, 271
4 510 GEOTECHNICAL TESTING JOURNAL S Sands Beating capacity of highly frictional normal stiffness tests (Tabucanon, JT, Airey, DW, and Poulos, HG), Sept., 350 well-graded sand specimens (Fretti, C, Lo Presti, DCF, and Pedroni, S), June, 292 the development of shear bands in sand (Harris, WW, Viggiani, G, Mooney, MA, and Finno, R J), Dec., 405 Screw plates Sedimentation analysis Seepage Permeability and compressibility behavior of bentonite-sand/soil mixes (Pandian, NS, Nagaraj, TS, and Raju, SRN), March, 86 Settlement analysis using multifactioral experimental Shear banding Use of stereophotogtmnmetry to analyze and Finno, PJ), Dec., 405 Shear strength Discussion on "an approximate method for estimating the consolidation behavior of soft sensitive clays" by R. C. Joshi, Gopal Achari, and Fred J. Griffiths (Vatsala, A, Nagaraj, TS, and Murthy, BRS), Sept., 384 Simple shear testing Skin friction normal stiffness tests (Tabucanon, JT, Airey, DW, and Poulos, HG), Sept., 350 Slurry walls Permeability and compressibility behavior of bentonite-sand/soil mixes (Pandian, NS, Nagaraj, TS, and Raju, SRN), March, 86 Small strains Soil nailing Soil reinforcement Soil-geogrid reinforcement interaction by pullout and direct shear tests (Alfaro, Soil suspension pressure Soil tests Statnamic method testing" by Dan Brown (Goble, GG, Rausche, F, and Likins, G), Dec., 493 Stereophotogrammetry and Finno, R J), Dec., 405 Strain small strains during triaxial testing of soil specimens (Scholey, GK, Frost, JD, Lo Presti, DCF, and Jamiolkowsld, M), Strain localization and Finno, R J), Dec., 405 Strain measurement strain measurement in triaxial tests (Skopek, P and Cyre, GP), March, 106 Strain rate Strain rate effects on shear modulus and damping of normally consolidated clay (Shibuya, S, Mitachi, T, Fukuda, F, and Degoshi, T), Sept., 365 Stress path Improvements to a stress-path triaxial cell (Aversa, S and Vinale, F), March, 116 Suction Closure (Houston, SL, Houston, WN, Wagner, A-M), Sept., 394 Discussion on "laboratory filter paper suction measurements" by Sandra L. Houston, William N. Houston, and Arme- Marie Wagner (Ridley, AM), Sept., 391 Surcharge loading T Testing device Improvements to a stress-path triaxial cell (Aversea, S and Vinale, F), March, 116 Threshold gradient and anisotropy (Sinha, N, Rode, el SA, Triaxial testing Improvements to a stress-path triaxial cell (Aversa, S and Vinale, F), March, 116 Modified commercial triaxial testing system for small strain measurements: preliminary results on Pisa clay (Lo Presti, DCF, PaUara, O, and Puci, I), March, 15 strain measurement in triaxial tests (Skopek, P and Cyre, GP), March, 106 small strains during triaxial testing of soil specimens (Scholey, GK, Frost, JD, Lo Presti, DCF, and Jamiolkowski, M), U-V Undrained shear strength Unsaturated soils
5 Vacuum-assisted steam stripping Vertical penetration test Rote of jute geotextile/slurry interface SUBJECT INDEX 511 Karunaratne, G-P), Sept., 342 Vibrations using multifactioral experimental
Geotechnical Testing Journal Subject Index Volume 17, 1994
Geotechnical Testing Journal Subject Index Volume 17, 1994 A Absorption Geo-environmental assessment of a micaceous soil for its potential use as an engineered clay barrier (Mohamed, AMO, LW), Sept., 291
Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials
Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials 1.3 Scope of This Book 1.4 Historical Development of Geotechnical
Cone Penetration Testing in Geotechnical Practice
Cone Penetration Testing in Geotechnical Practice Table Of Contents: LIST OF CONTENTS v (4) PREFACE ix (2) ACKNOWLEDGEMENTS xi (1) SYMBOL LIST xii (4) CONVERSION FACTORS xvi (6) GLOSSARY xxii 1. INTRODUCTION
PRINCIPLES OF GEOTECHNICAL ENGINEERING
PRINCIPLES OF GEOTECHNICAL ENGINEERING Fourth Edition BRAJA M. DAS California State University, Sacramento I(T)P Boston Albany Bonn Cincinnati London Madrid Melbourne Mexico City New York Paris San Francisco
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
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
Geotechnical Testing Journal Subject Index Volume 19, 1996
Geotechnical Testing Journal Subject Index Volume 19, 1996 A-B Adsorption isotherm Discussion on "Geo-environmental assessment of a micaceous soil for its potential use as an engineered clay barrier" by
Collapsible Soils Definitions
Collapsible Soils Definitions Collapsible soils are also known as metastable soils. They are unsaturated soils that undergo a large volume change upon saturation. The sudden and usually large volume change
Geotechnical Testing Journal Index to Volume
Geotechnical Testing Journal Index to Volume 14 1992 Number Issue Pages 1 March 1-88 2 June 89-206 3 September 207-310 4 December 311-423 A Acar, Y. B. and Nyeretse, P.: Total suction of artificial mixtures
SOIL MECHANICS: palgrave. Principles and Practice. Graham Barnes. macmiiian THIRD EDITION
SOIL MECHANICS: Principles and Practice THIRD EDITION Graham Barnes palgrave macmiiian 'running Contents Preface xii Fine soil 19 List of symbols xiv Mass structure 21 Note on units xix Degree of weathering
Discussion of Frequency-Dependent Amplification of Unsaturated Surface Soil Layer by J. Yang
than the Q L2, the ratios with the slope tangent method would suggest that the difference in failure load would only be reduced by about 10% on average. This reduction would clearly be insufficient to
Soil 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
Cavity Expansion Methods in Geomechanics
Cavity Expansion Methods in Geomechanics by Hai-Sui Yu School of Civil Engineering, University of Nottingham, U. K. KLUWER ACADEMIC PUBLISHERS DORDRECHT / BOSTON / LONDON TABLE OF CONTENTS Foreword Preface
Introduction to Soil Mechanics
Introduction to Soil Mechanics Sela Sode and Colin Jones WILEY Blackwell Contents Preface Dedication and Acknowledgments List of Symbols Soil Structure 1.1 Volume relationships 1.1.1 Voids ratio (e) 1.1.2
Soils. Technical English - I 10 th week
Technical English - I 10 th week Soils Soil Mechanics is defined as the branch of engineering science which enables an engineer to know theoretically or experimentally the behavior of soil under the action
GEOTECHNICAL ENGINEERING UNSATURATED AND SATURATED SOILS
GEOTECHNICAL ENGINEERING UNSATURATED AND SATURATED SOILS By Jean-Louis BRIAUD Units Acknowledgements 1. INTRODUCTION 1.1. Why this book 1.2. Geotechnical engineering 1.3. The past and the future 1.4. Some
PERFORMANCE OF BITUMINOUS COATS IN REDUCING NEGATIVE SKIN
PERFORMANCE OF BITUMINOUS COATS IN REDUCING NEGATIVE SKIN FRICTION Makarand G. Khare, PhD Research Scholar, Indian Institute of Technology Madras, Chennai, India Shailesh R. Gandhi, Professor, Indian Institute
FUNDAMENTALS SOIL MECHANICS. Isao Ishibashi Hemanta Hazarika. >C\ CRC Press J Taylor & Francis Group. Taylor & Francis Group, an Informa business
SOIL MECHANICS FUNDAMENTALS Isao Ishibashi Hemanta Hazarika >C\ CRC Press J Taylor & Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Group, an Informa business
Chapter 12 Subsurface Exploration
Page 12 1 Chapter 12 Subsurface Exploration 1. The process of identifying the layers of deposits that underlie a proposed structure and their physical characteristics is generally referred to as (a) subsurface
Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests
Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests Chris Hardin, P.E. CH2M Hill, Charlotte, North Carolina, E-mail: Chris.Hardin@ch2m.com Roger Failmezger, P.E., F.
Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement Subgrade
Journal of Geotechnical and Transportation Engineering Received 4/15/2015 Accepted 6/15/2015 Volume 1 Issue 1 Published 6/22/2015 Effect of Moisture on Shear Strength Characteristics of Geosynthetic Reinforcement
Module 1 GEOTECHNICAL PROPERTIES OF SOIL AND OF REINFORCED SOIL (Lectures 1 to 4)
Module 1 GEOTECHNICAL PROPERTIES OF SOIL AND OF REINFORCED SOIL (Lectures 1 to 4) Topics 1.1 INTRODUCTION 1.2 GRAIN-SIZE DISTRIBUTION Sieve Analysis Hydrometer Analysis 1.3 SIZE LIMITS FOR SOILS 1.4 WEIGHT-VOLUME
Theory of Shear Strength
MAJ 1013 ADVANCED SOIL MECHANICS Theory of Shear Strength Prepared by, Dr. Hetty 1 Strength of different materials Steel Concrete Soil Tensile strength Compressive strength Shear strength Complex behavior
APPENDIX F CORRELATION EQUATIONS. F 1 In-Situ Tests
APPENDIX F 1 APPENDIX F CORRELATION EQUATIONS F 1 In-Situ Tests 1. SPT (1) Sand (Hatanaka and Uchida, 1996), = effective vertical stress = effective friction angle = atmosphere pressure (Shmertmann, 1975)
Modified Dry Mixing (MDM) a new possibility in Deep Mixing
Modified Dry Mixing (MDM) a new possibility in Deep Mixing Hercules Geo-Trans 2004 1 Structure of presentation 1. The MDM process 2. The MDM system new possibilities 3. Major advantages 4. Field tests
Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC
Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI-01-031 Federal Highway Administration Washington, DC Geotechnical Site Characterization July 2001 by Paul W. Mayne,
Introduction to Geotechnical Engineering. ground
Introduction to Geotechnical Engineering ground 1 Typical Geotechnical Project Geo-Laboratory ~ for testing soil properties Design Office ~ for design & analysis construction site 2 Shallow Foundations
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.
SHEAR 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,
(C) Global Journal of Engineering Science and Research Management
GEOTECHNCIAL ASSESSMENT OF PART OF PORT HARCOURT, NIGER DELTA FOR STRUCTURAL ANALYSIS Warmate Tamunonengiyeofori Geostrat International Services Limited, www.geostratinternational.com. *Correspondence
Reinforced Soil Structures Reinforced Soil Walls. Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai
Geosynthetics and Reinforced Soil Structures Reinforced Soil Walls continued Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai e-mail: gopalkr@iitm.ac.inac in Outline of the Lecture
Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Parkside Lane Dewsbury Road Leeds LS11 5SX Contact: Mr K Walker Tel: +44 (0)113 385 9157 Fax: +44 (0)113 276 0472 E-Mail: Kevin.Walker@soil-engineering.co.uk
Chapter (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
TABLE OF CONTENTS CHAPTER TITLE PAGE TITLE PAGE DECLARATION DEDIDATION ACKNOWLEDGEMENTS ABSTRACT ABSTRAK
TABLE OF CONTENTS CHAPTER TITLE PAGE TITLE PAGE DECLARATION DEDIDATION ACKNOWLEDGEMENTS ABSTRACT ABSTRAK TABLE OF CONTENTS LIST OF TABLE LIST OF FIGURES LIST OF SYMBOLS LIST OF APENDICES i ii iii iv v
Soil Mechanics Brief Review. Presented by: Gary L. Seider, P.E.
Soil Mechanics Brief Review Presented by: Gary L. Seider, P.E. 1 BASIC ROCK TYPES Igneous Rock (e.g. granite, basalt) Rock formed in place by cooling from magma Generally very stiff/strong and often abrasive
Geotechnical Properties of Soil
Geotechnical Properties of Soil 1 Soil Texture Particle size, shape and size distribution Coarse-textured (Gravel, Sand) Fine-textured (Silt, Clay) Visibility by the naked eye (0.05 mm is the approximate
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
Axially Loaded Piles
Axially Loaded Piles 1 t- Curve Method using Finite Element Analysis The stress-strain relationship for an axially loaded pile can be described through three loading mechanisms: axial deformation in the
Small 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)
CPT Guide 5 th Edition. CPT Applications - Deep Foundations. Gregg Drilling & Testing, Inc. Dr. Peter K. Robertson Webinar # /2/2013
Gregg Drilling & Testing, Inc. Site Investigation Experts CPT Applications - Deep Foundations Dr. Peter K. Robertson Webinar #6 2013 CPT Guide 5 th Edition Robertson & Cabal (Robertson) 5 th Edition 2012
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 1, No 4, 2011
Undrained response of mining sand with fines contents Thian S. Y, Lee C.Y Associate Professor, Department of Civil Engineering, Universiti Tenaga Nasional, Malaysia siawyin_thian@yahoo.com ABSTRACT This
NEW DOWN-HOLE PENETROMETER (DHP-CIGMAT) FOR CONSTRUCTION APPLICATIONS
NEW DOWN-HOLE PENETROMETER (DHP-CIGMAT) FOR CONSTRUCTION APPLICATIONS 1 2 C. Vipulanandan 1, Ph.D., M. ASCE and Omer F. Usluogullari 2 Chairman, Professor, Director of Center for Innovative Grouting Materials
SI Planning & Laboratory Testing for Hill-Site Development
SI Planning & Laboratory Testing for Hill-Site Development 21 April 2009 IEM Penang Ir. Tan Yean Chin G&P Geotechnics Sdn Bhd Cameron Highlands, 1961 Genting Highland Tower 1993 Bukit Antarabangsa, 1999
IN SITU TESTING TECHNOLOGY FOR FOUNDATION & EARTHQUAKE ENGINEERING. Wesley Spang, Ph.D., P.E. AGRA Earth & Environmental, Inc.
IN SITU TESTING TECHNOLOGY FOR FOUNDATION & EARTHQUAKE ENGINEERING Wesley Spang, Ph.D., P.E. AGRA Earth & Environmental, Inc. Portland, Oregon In situ testing of soil, which essentially consists of evaluating
Chapter 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
TIME-DEPENDENT BEHAVIOR OF PILE UNDER LATERAL LOAD USING THE BOUNDING SURFACE MODEL
TIME-DEPENDENT BEHAVIOR OF PILE UNDER LATERAL LOAD USING THE BOUNDING SURFACE MODEL Qassun S. Mohammed Shafiqu and Maarib M. Ahmed Al-Sammaraey Department of Civil Engineering, Nahrain University, Iraq
STUDY OF PERFORMANCE OF GEOGRID AND SOIL INTERFACE USING VERTICAL PULLOUT TEST. Uttarakhand,
International Journal of Advances in Engineering & Scientific Research, Vol.4, Issue 2, Feb-Apr-2017, pp 49-54 ISSN: 2349 3607 (Online), ISSN: 2349 4824 (Print) www.arseam.com Impact Factor: 2.48 DOI:
Correlations between soil parameters and penetration testing results
1 A 1 6 Correlations between soil parameters and penetration testing results Corrélation entre paramètres du sol et résultats de sondage J. FORMAZIN, Director, VEB SBK Wasserbau, KB Baugrund Berlin, Berlin,
QUESTION BANK DEPARTMENT: CIVIL SUBJECT CODE / Name: CE 2251 / SOIL MECHANICS SEMESTER: IV UNIT 1- INTRODUCTION PART - A (2 marks) 1. Distinguish between Residual and Transported soil. (AUC May/June 2012)
www.novotechsoftware.com The standard penetration test (SPT) is an in-situ dynamic penetration test designed to provide information on the geotechnical engineering properties of soil. The test procedure
Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
06 Index properties Review Clay particle-water interaction Identification of clay minerals Sedimentation analysis Hydrometer analysis 0.995 20-40 Hydrometer is a device which is used to measure the specific
NONLINEAR FINITE ELEMENT ANALYSIS OF DRILLED PIERS UNDER DYNAMIC AND STATIC AXIAL LOADING ABSTRACT
Proceedings of the 8 th U.S. National Conference on Earthquake Engineering April 18-22, 2006, San Francisco, California, USA Paper No. 1452 NONLINEAR FINITE ELEMENT ANALYSIS OF DRILLED PIERS UNDER DYNAMIC
Suitability of the SDMT method to assess geotechnical parameters of post-flotation sediments.
Suitability of the SDMT method to assess geotechnical parameters of post-flotation sediments. Zbigniew Młynarek, Sławomir Gogolik August Cieszkowski Agricultural University of Poznań, Poland Diego Marchetti
KDOT Geotechnical Manual Edition. Table of Contents
KDOT Geotechnical Manual 2007 Edition The KDOT Geotechnical Manual is available two volumes. Both volumes are very large electronic (pdf) files which may take several minutes to download. The table of
Laboratory 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
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.
DERIVATIVE OF STRESS STRAIN, DEVIATORIC STRESS AND UNDRAINED COHESION MODELS BASED ON SOIL MODULUS OF COHESIVE SOILS
International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 7, Jul 2015, pp. 34-43, Article ID: IJCIET_06_07_005 Available online at http://www.iaeme.com/ijciet/issues.asp?jtypeijciet&vtype=6&itype=7
Table 3. Empirical Coefficients for BS 8002 equation. A (degrees) Rounded Sub-angular. 2 Angular. B (degrees) Uniform Moderate grading.
Hatanaka and Uchida (1996); ' 20N 20 12N 20 ' 45 A lower bound for the above equation is given as; 12N 15 ' 45 Table 3. Empirical Coefficients for BS 8002 equation A Angularity 1) A (degrees) Rounded 0
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
Piles and Pile Foundations
Piles and Pile Foundations Carlo Viggiani, Alessandro Mandolini and Gianpiero Russo * j \ Spon Press an imprint of Taylor & Francis LONDON AND NEWYORK Contents List of illustrations Introduction PART I
Soil 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
Chapter (11) Pile Foundations
Chapter (11) Introduction Piles are structural members that are made of steel, concrete, or timber. They are used to build pile foundations (classified as deep foundations) which cost more than shallow
Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition
Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition Gang HAO 1 and T.M.H. Lok 1 Postgraduate student, Dept. of Civil and Environmental Engineering, University of Macau,
Interpretation of Flow Parameters from In-Situ Tests (P.W. Mayne, November 2001)
Interpretation of Flow Parameters from In-Situ Tests (P.W. Mayne, November 2001) FLOW PROPERTIES Soils exhibit flow properties that control hydraulic conductivity (k), rates of consolidation, construction
Prof. Dr.-Ing. Martin Achmus Institute of Soil Mechanics, Foundation Engineering and Waterpower Engineering. Offshore subsoil investigations
Prof. Dr.-Ing. Martin Achmus Institute of Soil Mechanics, Foundation Engineering and Waterpower Engineering Offshore subsoil investigations Addis Ababa, September 2010 Offshore subsoil investigations Presentation
The Consolidation and Strength Behavior of Mechanically Compressed Fine-Grained Sediments
The Consolidation and Strength Behavior of Mechanically Compressed Fine-Grained Sediments A Ph.D. Defense by Brendan Casey Thesis Supervisor: Dr. Jack Germaine Committee Chair: Prof. Herbert Einstein Committee
INTI COLLEGE MALAYSIA
EGC373 (F) / Page 1 of 5 INTI COLLEGE MALAYSIA UK DEGREE TRANSFER PROGRAMME INTI ADELAIDE TRANSFER PROGRAMME EGC 373: FOUNDATION ENGINEERING FINAL EXAMINATION : AUGUST 00 SESSION This paper consists of
Geotechnical 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
THE DETERMINATION OF SHEAR MODULUS IN OVERCONSOLIDATED COHESIVE SOILS
F O U N D A T I O N S O F C I V I L A N D E N V I R O N M E N T A L E N G I N E E R I N G No. 12 2008 Katarzyna MARKOWSKA-LECH * Warsaw University of Life Sciences SGGW, Poland THE DETERMINATION OF SHEAR
Consolidation Properties of NAPL Contaminated Sediments
Consolidation Properties of NAPL Contaminated Sediments M. B. Erten 1, C. S. El Mohtar 2, D. D. Reible 3, R. B. Gilbert 4 1 Graduate Research Assistant, University of Texas at Austin, 1 University Station
Chapter 1 Introduction
Chapter 1 Introduction 1.1 Statement of the Problem Engineering properties of geomaterials are very important for civil engineers because almost everything we build - tunnels, bridges, dams and others
Introduction to Soil Mechanics Geotechnical Engineering
Introduction to Soil Mechanics Geotechnical Engineering Dr. Attaullah Shah ground SIVA 1 Soil Mechanics= Soil+Mechanics Branch of Science dealing with the structure, Engineering properties and reactions
POST CYCLIC SHEAR STRENGTH OF FINE GRAINED SOILS IN ADAPAZARI TURKEY DURING 1999 KOCAELI EARTHQUAKE
POST CYCLIC SHEAR STRENGTH OF FINE GRAINED SOILS IN ADAPAZARI TURKEY DURING 1999 KOCAELI EARTHQUAKE A.Erken 1, Z.Kaya 2 and A.Şener 3 1 Professor Istanbul Technical University, Civil Engineering Faculty,
SHEAR STRENGTH OF SOIL
SHEAR STRENGTH OF SOIL Necessity of studying Shear Strength of soils : Soil failure usually occurs in the form of shearing along internal surface within the soil. Shear Strength: Thus, structural strength
Effect of cyclic loading on undrained behavior of compacted sand/clay mixtures
Effect of cyclic loading on undrained behavior of compacted sand/clay mixtures H.R. TAVAKOLI 1, A. SHAFIEE 2 and M.K. JAFARI 3 1 Ph.D. Student, Geotechnical Engineering Research Center, International Institute
Suction Controlled Triaxial Apparatus for Saturated-Unsaturated Soil Test
Int. J. of GEOMATE, Int. March, J. of 2013, GEOMATE, Vol. 4, No. March, 1 (Sl. 2013, No. Vol. 7), pp. 4, 466-470 No. 1 (Sl. No. 7), pp.466-470 Geotec., Const. Mat. and Env., ISSN:2186-2982(P), 2186-2990(O),
A. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1
Geology and Soil Mechanics 55401 /1A (2002-2003) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
Geology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.
Geology and Soil Mechanics 55401 /1A (2003-2004) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
Particle flow simulation of sand under biaxial test
5th International Conference on Civil Engineering and Transportation (ICCET 2015) Particle flow simulation of sand under biaxial test Xiao-li Dong1,2, a *,Wei-hua Zhang1,a 1 Beijing City University, China
Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.
Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground
Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment
Proc. of Second China-Japan Joint Symposium on Recent Development of Theory and Practice in Geotechnology, Hong Kong, China Dynamic Response of EPS Blocks /soil Sandwiched Wall/embankment J. C. Chai 1
Theory of Shear Strength
SKAA 1713 SOIL MECHANICS Theory of Shear Strength Prepared by, Dr. Hetty 1 SOIL STRENGTH DEFINITION Shear strength of a soil is the maximum internal resistance to applied shearing forces The maximum or
SOIL 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
Effect 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
Introduction to Soil Mechanics Geotechnical Engineering-II
Introduction to Soil Mechanics Geotechnical Engineering-II ground SIVA Dr. Attaullah Shah 1 Soil Formation Soil derives from Latin word Solum having same meanings as our modern world. From Geologist point
Course Scheme -UCE501: SOIL MECHANICS L T P Cr
Course Scheme -UCE501: SOIL MECHANICS L T P Cr 3 1 2 4.5 Course Objective: To expose the students about the various index and engineering properties of soil. Introduction: Soil formation, various soil
SCOPE OF INVESTIGATION Simple visual examination of soil at the surface or from shallow test pits. Detailed study of soil and groundwater to a
Lecture-5 Soil Exploration Dr. Attaullah Shah 1 Today s Lecture Purpose of Soil Exploration Different methods 1. Test trenches and Pits 2. Auger and Wash Boring 3. Rotary Drilling 4. Geophysical Methods
Small Strain Shear Modulus of High and Low Plasticity Clays and Silts
Small Strain Shear Modulus of High and Low Plasticity Clays and Silts B.D. Carlton & J.M. Pestana University of California at Berkeley, USA SUMMARY: Many researchers have devoted considerable effort towards
Cementing Material on Mechanical Property of Calcareous Sand
Send Orders of Reprints at reprints@benthamscience.org The Open Ocean Engineering Journal, 1, 5, 16 1 Cementing Material on Mechanical Property of Calcareous Sand Open Access X. B. Lu *, L. Wang and X.
The CPT in unsaturated soils
The CPT in unsaturated soils Associate Professor Adrian Russell (UNSW) Mr David Reid (Golder Associates) Prof Nasser Khalili (UNSW) Dr Mohammad Pournaghiazar (UNSW) Dr Hongwei Yang (Uni of Hong Kong) Outline
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
An Investigation of Unsaturated Soil Stiffness
The 12 th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) 1-6 October, 2008 Goa, India. An Investigation of Unsaturated Soil Stiffness Radhey
HKIE-GD Workshop on Foundation Engineering 7 May Shallow Foundations. Dr Limin Zhang Hong Kong University of Science and Technology
HKIE-GD Workshop on Foundation Engineering 7 May 2011 Shallow Foundations Dr Limin Zhang Hong Kong University of Science and Technology 1 Outline Summary of design requirements Load eccentricity Bearing
YOUR HW MUST BE STAPLED YOU MUST USE A PENCIL (no pens)
Spring 2008 CIVE 462 HOMEWORK #1 1. Print out the syllabus. Read it. Write the grade percentages in the first page of your notes. 2. Go back to your 301 notes, internet, etc. and find the engineering definition
Enhanced In-Situ Testing for Geotechnical Site Characterization. Graduate Course CEE 6423
Enhanced In-Situ Testing for Geotechnical Site Characterization SPT, VST, DMT, PMT, CHT, DHT, CPT Graduate Course CEE 6423 Paul W. Mayne, PhD, P.E. Professor, Geosystems Program Civil & Environmental Engineering
Use of CPT for design, monitoring, and performance verification of compaction projects
Cone Stress, q t (MPa) 2 3 Sleeve Friction (KPa) 2 4 Pore Pressure (KPa) 2 7, Friction Ratio (%) 2 3 4 Profile Mixed Y 2 2 2 2 CLAY 3 3 3 3 4 4 4 4 SAN D Use of CPT for design, monitoring, and performance
A 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,
Faculty of Civil Engineering and Environmental, Universiti Tun Hussein Onn Malaysia, Parit Raja, Batu Pahat Johor, Malaysia
SHEARING RATE EFFECTS ON RESEARCH CENTRE FOR SOFT SOILS (RECESS) CLAY USING CONE PENETRATION TEST (CPT) Azranasmarazizi Ayob 1, a, Nor Azizi Yusoff 2,b, Ismail Bakar 3,c,Nur Abidah Azhar 4, d, Ameer Nazrin
Soil Properties - I. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering
Soil Properties - I Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Aspects of Earthquake Engineering 04 08 March, 2013 Regional Soil Deposits of India Alluvial deposits
GEOTECHNICAL ENGINEERING UNSATURATED AND SATURATED SOILS
GEOTECHNICAL ENGINEERING UNSATURATED AND SATURATED SOILS By Jean-Louis BRIAUD Units Acknowledgements 1. INTRODUCTION 1.1. Why this book 1.2. Geotechnical engineering 1.3. The past and the future 1.4. Some