03770nam a22002777a 4500 20231122115748.0 231122b |||||||| |||| 00| 0 eng d 9781118350478 : Raghav Books : A-184, A Nand Gram, Ghaziabad, UP. : 4394 : 2/11/2023 624.151 CHA Chan, Andrew H. C. ; Pastor, Manuel ; Schrefler, B. A. Computational geomechanics : theory and applications. / Andrew H. C. Chan. , Hoboken, NJ : John Wiley & Sons , 2022. (xvi, 478 pages) : illustrations (some color), color maps : 24cm. 9436 Interaction 2.1 GENERAL REMARKS ON THE PRESENTATION 2.2 FULLY SATURATED BEHAVIOUR WITH A SINGLE PORE FLUID (WATER) 2.3 PARTIALLY SATURATED BEHAVIOUR WITH AIR PRESSURE NEGLECTED (pa = 0) 2.4 PARTIALLY SATURATED BEHAVIOUR WITH AIR FLOW CONSIDERED (pa ≥ 0) 2.5 ALTERNATIVE DERIVATION OF THE GOVERNING EQUATION (OF SECTION 2.2-2.4) BASED ON THE HYBRID MIXTURE THEORY 2.6 CONCLUDING REMARKS REFERENCES 40 3 Finite Element Discretization and Solution of the Governing Equations 3.1 THE PROCEDURE OF DISCRETIZATION BY THE FINITE ELEMENT METHOD 3.2 u-p DISCRETIZATION FOR A GENERAL GEOMECHANICS FINITE ELEMENT CODE 3.3 THEORY: TENSORIAL FORM OF THE EQUATIONS 3.4 CONCLUSIONS REFERENCES 25 4 Constitutive Relations - Plasticity 4.1 INTRODUCTION 4.2 THE GENERAL FRAMEWORK OF PLASTICITY 4.3 CRITICAL STATE MODELS 4.4 GENERALIZED PLASTICITY MODELLING 4.5 DEFORMATION FORMULATION 8.5 DYNAMIC ANALYSIS WITH A FULL TWO PHASE FLOW SOLUTION OF A PARTIALLY SATURATED SOIL COLUMN SUBJECTED TO A STEP LOAD 8.6 COMPACTION AND LAND SUBSIDENCE ANALYSIS RELATED TO THE EXPLOITATION OF GAS RESERVOIRS 8.7 NITIATION OF LANDSLIDE IN PARTIALLY SATURATED SOIL 8.8 CONCLUSIONS REFERENCES 44 9 Prediction Application and Back Analysis to Earthquake Engineering - Basic Concepts, Seismic Input. "This extended second edition of the highly successful book Computational Geomechanics with special reference to Earthquake Engineering by Zienkiewicz O.C., Chan A.H.C., Pastor M., Schrefler B. A. and Shiomi T. introduces the theory and application of the Biot-Zienkiewicz formulation for saturated and unsaturated soil. This was one of main research areas of the late Prof. Zienkiewicz and his team in Swansea. The formulation given in this book have shown great success in a wide range of problems ranging from failure load under static loading, saturated and unsaturated consolidation, to liquefaction of soil under earthquake loading. The purpose of the book is to introduce and explain the formulation to research students, researchers and practicing engineers so that the method can be properly understood and correctly applied. This edition includes most of the material in first edition updated to include new applications to reflect the work done in the past decade. The change in the sub-title reflects better the new content introduced. As there is still no comparable publication in the market the authors felt that there is a need to bring out a second edition to incorporate the many significant developments over the past decade. Furthermore, since the first edition, existing computer software has been updated and new computer software has been introduced. This second edition offers the excellent opportunity for the team to report on the progress made in the past decade, guide the readers on how to make use of the formulation and the software and point them to the exciting opportunities ahead" Earthquake engineering Mathematics Geotechnical engineering Computational geomechanics Andrew H. C. Chan BOOK 61225 61225 0 0 ddc 0 1 SNUL SNUL 2023-11-22 Raghav Books 9436.00 1 3 624.151 CHA 29817 2025-12-31 2023-11-28 00:00:00 2023-11-28 2023-11-22 BOOK