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عنوان
Advanced geotechnical analyses /

پدید آورنده
edited by P.K. Banerjee and R. Butterfield.

موضوع
Soil dynamics-- Mathematical models.,Soil dynamics-- Simulation methods.,Soil mechanics-- Mathematical models.,Soil mechanics-- Simulation methods.,Soil dynamics-- Mathematical models.,Soil mechanics-- Mathematical models.,Soil mechanics-- Simulation methods.,TECHNOLOGY & ENGINEERING-- Structural.

رده
TA710
.
D54
1991eb

کتابخانه
Center and Library of Islamic Studies in European Languages

محل استقرار
استان: Qom ـ شهر: Qom

Center and Library of Islamic Studies in European Languages

تماس با کتابخانه : 32910706-025

INTERNATIONAL STANDARD BOOK NUMBER

(Number (ISBN
0203975006
(Number (ISBN
1482286653
(Number (ISBN
9780203975008
(Number (ISBN
9781482286656
Erroneous ISBN
1851666230
Erroneous ISBN
9781851666232

NATIONAL BIBLIOGRAPHY NUMBER

Number
b779778

TITLE AND STATEMENT OF RESPONSIBILITY

Title Proper
Advanced geotechnical analyses /
General Material Designation
[Book]
First Statement of Responsibility
edited by P.K. Banerjee and R. Butterfield.

.PUBLICATION, DISTRIBUTION, ETC

Place of Publication, Distribution, etc.
New York :
Name of Publisher, Distributor, etc.
Elsevier Applied Science,
Date of Publication, Distribution, etc.
©1991.

PHYSICAL DESCRIPTION

Specific Material Designation and Extent of Item
1 online resource (x, 411 pages) :
Other Physical Details
illustrations.

SERIES

Series Title
Developments in soil mechanics and foundation engineering ;
Volume Designation
4

INTERNAL BIBLIOGRAPHIES/INDEXES NOTE

Text of Note
Includes bibliographical references and index.

CONTENTS NOTE

Text of Note
Cover -- Developments in Soil Mechanics and Foundation Engineering: -- ADVANCED GEOTECHNICAL ANALYSES -- PREFACE -- CONTENTS -- LIST OF CONTRIBUTORS -- Chapter 1 COMPUTATIONAL APPROACHES TO THE DYNAMICS AND STATICS OF SATURATED AND UNSATURATED SOILS -- ABSTRACT -- 1 INTRODUCTION -- 2 THE MATHEMATICAL FRAMEWORK FOR THE BEHAVIOUR OF SATURATED POROUS MEDIA -- 3 THE MATHEMATICAL FRAMEWORK FOR THE BEHAVIOUR OF SEMI-SATURATED POROUS MEDIA -- 4 THE DISCRETE APPROXIMATION AND ITS SOLUTION -- 5 SOIL CONSTITUTIVE MODELS -- 6 VERIFICATION -- 7 COLLAPSE OF THE LOWER SAN FERNANDO DAM MODELLED -- 8 CONCLUSION -- APPENDIX: GENERALISED PLASTICITY MODEL -- REFERENCES -- Chapter 2 FINITE ELEMENT ANALYSIS OF COMPACTION PROBLEMS -- ABSTRACT -- 1 INTRODUCTION -- 2 CONCEPTUAL MODEL -- 3 HYSTERETIC STRESS PATH MODELLING OF MULTI-CYCLE LOADING AND UNLOADING UNDER K 0 -CONDITIONS -- 4 GENERALIZED HYSTERETIC STRESS PATH MODELLING OF MULTI-CYCLE LOADING AND UNLOADING -- 5 GENERAL FINITE ELEMENT ANALYSIS APPROACH -- 6 MODELLING MULTIPLE CYCLES OF COMPACTION LOADING WITH A SINGLE SOLUTION INCREMENT -- 7 PERFORMING AN INCREMENTAL ANALYSIS INCLUDING MODELLING OF COMPACTION-INDUCED STRESSES -- 8 FULL-SCALE FIELD CASE STUDIES -- 9 SUMMARY AND CONCLUSIONS -- REFERENCES -- Chapter 3 FINITE ELEMENT ANALYSIS OF THE STABILITY OF A VERTICAL CUT USING AN ANISOTROPIC SOIL MODEL -- ABSTRACT -- 1 INTRODUCTION -- 2 THE ANISOTROPIC MODEL -- 3 FINITE ELEMENT FORMULATION -- 4 NONLINEAR TIME DEPENDENT RESPONSE -- 5 ANALYSIS OF AN EXCAVATION -- 6 COMPARISON OF THE RESULTS AND DISCUSSION -- 7 CONCLUSIONS -- REFERENCES -- APPENDIX -- Chapter 4 FINITE ELEMENT SIMULATION OF EMBEDDED RETAINING WALLS -- ABSTRACT -- 1 INTRODUCTION -- 2 MOBILISATION OF EARTH PRESSURE -- 3 EMBEDDED CANTILEVER WALLS -- 4 PROPPED RETAINING WALLS -- 5 MULTIPROPPED RETAINING WALLS -- 6 CONCLUDING REMARKS -- REFERENCES -- Chapter 5 FINITE DEFORMATION ANALYSIS OF SOIL PENETRATION PROBLEMS -- ABSTRACT -- 1 INTRODUCTION -- 2 MODIFIED CAM-CLAY MODEL -- 3 FINITE DEFORMATION THEORY -- 4 FINITE ELEMENT FORMULATION -- 5 NUMERICAL EXAMPLES -- 5.2 Finite Elastic Extension of a Bar Under Plane Strain -- 6 CONCLUSIONS -- REFERENCES -- Chapter 6 ANALYSIS OF THE DYNAMICS OF PILE DRIVING -- ABSTRACT -- NOTATION -- 1 INTRODUCTION -- 2 SOLUTION OF THE ONE-DIMENSIONAL WAVE EQUATION -- 3 PILE-SOIL INTERACTION -- 4 PILE DRIVABILITY -- 5 INTERPRETATION OF FIELD MEASUREMENTS -- 6 CONCLUSIONS -- REFERENCES -- Chapter 7 FINITE LAYER METHODS IN GEOTECHNICAL ANALYSIS -- ABSTRACT -- 1 INTRODUCTION -- 2 OUTLINE OF METHOD -- 3 DEVELOPMENT OF LAYER STIFFNESS MATRICES -- 4 INTEGRAL TRANSFORMS -- 5 THREE-DIMENSIONAL ANALYSIS -- 6 SETTLEMENT ANALYSIS FOR AN ELASTIC SOIL -- 6.3 Other Orthogonal Series -- 7 TIME-DEPENDENT PROBLEMS -- 8 OTHER APPLICATIONS -- 9 APPLICATION TO MICROCOMPUTERS -- REFERENCES -- APPENDIX 1 -- Chapter 8 THE EXPLICIT FINITE DIFFERENCE TECHNIQUE APPLIED TO GEOMECHANICS. PART I: CONTINUA -- ABSTRACT -- 1 INTRODUCTION -- 2 THE COMMON BASIS: THE EXPLICIT FINITE-DIFF.
0

SUMMARY OR ABSTRACT

Text of Note
The chapters in this text show that a blend of engineering judgement and advanced principles of engineering mechanics may be used to resolve many complex geotechnical engineering problems.

ACQUISITION INFORMATION NOTE

Source for Acquisition/Subscription Address
Ingram Content Group
Stock Number
TANDF_378275

OTHER EDITION IN ANOTHER MEDIUM

Title
Advanced geotechnical analyses.
International Standard Book Number
1851666230

TOPICAL NAME USED AS SUBJECT

Soil dynamics-- Mathematical models.
Soil dynamics-- Simulation methods.
Soil mechanics-- Mathematical models.
Soil mechanics-- Simulation methods.
Soil dynamics-- Mathematical models.
Soil mechanics-- Mathematical models.
Soil mechanics-- Simulation methods.
TECHNOLOGY & ENGINEERING-- Structural.

(SUBJECT CATEGORY (Provisional

TEC-- 063000

DEWEY DECIMAL CLASSIFICATION

Number
624
.
1
Edition
22

LIBRARY OF CONGRESS CLASSIFICATION

Class number
TA710
Book number
.
D54
1991eb

PERSONAL NAME - ALTERNATIVE RESPONSIBILITY

Banerjee, P. K., (Prasanta Kumar),1941-
Butterfield, R., (Roy)

ORIGINATING SOURCE

Date of Transaction
20201206184822.0
Cataloguing Rules (Descriptive Conventions))
pn

ELECTRONIC LOCATION AND ACCESS

Electronic name
 مطالعه متن کتاب 

[Book]

Y

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