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Rheological fundamentals of soil mechanics /

Soil rheology is a branch of soil mechanics investigating the origin of, and the time-dependent changes in the stressed and strained state of soil. The author of this book however interprets rheology as being the science concerned on the one hand with how the state of stress and strain is formed and...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: V�i�alov, S. S. (Serge�i Stepanovich)
Formato: Electrónico eBook
Idioma:Inglés
Ruso
Publicado: Amsterdam ; New York : New York, N.Y. : Elsevier ; Distributors for the United States and Canada, Elsevier Science Pub. Co., 1986.
Colección:Developments in geotechnical engineering ; 36.
Temas:
Acceso en línea:Texto completo
Texto completo

MARC

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100 1 |a V�i�alov, S. S.  |q (Serge�i Stepanovich) 
245 1 0 |a Rheological fundamentals of soil mechanics /  |c Sergei S. Vyalov ; translated from the Russian by O.K. Sapunov. 
260 |a Amsterdam ;  |a New York :  |b Elsevier ;  |a New York, N.Y. :  |b Distributors for the United States and Canada, Elsevier Science Pub. Co.,  |c 1986. 
300 |a 1 online resource (xii, 564 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
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347 |a text file  |2 rdaft  |0 http://rdaregistry.info/termList/fileType/1002. 
490 1 |a Developments in geotechnical engineering ;  |v 36 
504 |a Includes bibliographical references and index. 
506 |3 Use copy  |f Restrictions unspecified  |2 star  |5 MiAaHDL 
533 |a Electronic reproduction.  |b [Place of publication not identified] :  |c HathiTrust Digital Library,  |d 2010.  |5 MiAaHDL 
538 |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.  |u http://purl.oclc.org/DLF/benchrepro0212  |5 MiAaHDL 
583 1 |a digitized  |c 2010  |h HathiTrust Digital Library  |l committed to preserve  |2 pda  |5 MiAaHDL 
520 |a Soil rheology is a branch of soil mechanics investigating the origin of, and the time-dependent changes in the stressed and strained state of soil. The author of this book however interprets rheology as being the science concerned on the one hand with how the state of stress and strain is formed and altered in a body, and on the other, with the particulars of the body's behaviour failing to fit the traditional concepts of elasticity and plasticity. There are many instances where the actual behaviour of soil differs substantially from schematized concepts and by taking into account all the peculiarities of soil deformation, precise knowledge of soil properties can be obtained and analytical prediction thus improved. Such problems are tackled in this book. This book comprises three main parts. The first part deals with basic rheological concepts and terms, the physics of soil, principles of stress-strain theory, elasticity, plasticity and viscosity - all cardinal rheological properties. The second part explains the rheological processes taking place in soils, such as creep and long-term strength, which are examined by the author with allowance for nonlinear deformation. Along with the known phenomenological theories, attention is paid to the novel kinetic (physical) theory of deformations and long-term strength. The third part outlines the generalized theory of soil deformation. It explains why soil offers different resistances to tensional and compressional deformations and derives the generalized rheological equation of state, enabling the effect of the three stress tensor invariants on the changes in shape and volume to be taken into account. From the standpoint of the theory discussed, the penultimate chapter gives examples of solutions to some problems facing soil mechanics. The final chapter reviews mathematical models representing the actual behaviour of soil under load and provides numerical solutions for engineering problems obtained with the aid of computer models. Thus the book provides a wealth of information which will be of interest both to the practising geotechnical engineer as well as to teachers and students. 
588 0 |a Print version record. 
505 0 |a Front Cover; Rheological Fundamentals of Soil Mechanics; Copyright Page; Preface; Table of Contents; Chapter 1. RHEOLOGICAL PROPERTIES OF SOILS; 1.1 PECULIARITIES OF SOIL DEFORMATION; 1.2 BASIC CONCEPTS, RHEOLOGY DEFINED; 1.3 RESEARCH INTO THE RHEOLOGY OF SOILS; 1.4 STRUCTURAL DEFORMATIONS ENCOUNTERED IN ENGINEERING PRACTICE; 1.5 REFERENCES; Chapter 2. STRUCTURE OF SOIL AND STRUCTURAL BONDS; 2.1 COMPOSITION AND STRUCTURE OF SOILS; 2.2 SOIL COMPONENTS; 2.3 INTERACTION BETWEEN SOLID AND LIQUID COMPONENTS OF SOIL; 2.4 FORCES OF INTERACTION BETWEEN SOLID PARTICLES IN SOIL 
505 8 |a 2.5 INTERPARTICLE BONDS IN SOIL2.6 SOIL STRUCTURE; 2.7 SOIL TEXTURE; 2.8 ANISOTROPY IN SOIL; 2.9 REFERENCES; Chapter 3. STRESSES AND STRAINS; 3.1 STRESSES AND STRAINS AT A POINT; 3.2 CHANGES IN VOLUME AND SHAPE; 3.3 TENSORS OF STRESS, STRAIN AND STRAIN RATE; 3.4 STRESS TENSOR INVARIANTS; 3.5 STRAIN TENSOR INVARIANTS; 3.6 BASIC EQUATIONS OF PLASTICITY THEORY; 3.7 DEFORMATION THEORIES; 3.8 REFERENCES; Chapter 4. ELASTICITY, PLASTICITY AND VISCOSITY; 4.1 ELASTICITY AND PLASTICITY; 4.2 LIMITING STATE OF STRESS; 4.3 NON-LINEAR DEFORMATION; 4.4 VISCOSITY; 4.5 NON-LINEAR VISCOSITY AND BINGHAM FLOW 
505 8 |a 4.6 AFTER-EFFECT AND RELAXATION4.7 VISCOELASTIC-PLASTIC PROPERTIES OF SOIL; 4.8 THERMODYNAMIC RELATIONS; 4.9 REFERENCES; Chapter 5. CREEP OF SOILS; 5.1 MECHANISM OF CREEP; 5.2 TIME-DEPENDENT STRESS-STRAIN RELATION; 5.3 EQUATIONS OF CREEP; 5.4 EQUATIONS OF FLOW; 5.5 EXPERIMENTAL DATA; 5.6 SIMILARITY OF THE PATTERNS OF SOIL DEFORMATION; 5.7 REFERENCES; Chapter 6. METHODS OF EXPERIMENTAL DATA HANDLING; 6.1 TESTING SOILS FOR CREEP; 6.2 CHOICE OF EMPIRICAL FORMULA; 6.3 PRACTICAL SELECTION OF FORMULA; 6.4 COMPARISON OF THE RESULTS OF COMPUTATIONS; 6.5 TESTING FORMULAE FOR CLOSENESS OF FIT 
505 8 |a 6.6 REFERENCESChapter 7. THEORIES OF CREEP; 7.1 THE THEORY OF LINEAR VISCOELASTIC DEFORMATION; 7.2 MECHANICAL MODELS OF SOIL; 7.3 THE THEORY OF HEREDITARY CREEP; 7.4 KERNELS OF THE INTEGRAL EQUATIONS OF HEREDITARY CREEP; 7.5 ENGINEERING THEORIES OF CREEP; 7.6 THE MOLECULAR THEORY OF FLOW; 7.7 REFERENCES; Chapter 8. THE THEORY OF SOIL CONSOLIDATION; 8.1 VOLUMETRIC CREEP; 8.2 PERCOLATION CONSOLIDATION OF SOILS; 8.3 PRIMARY AND SECONDARY CONSOLIDATION OF SOIL; 8.4 REFERENCES; Chapter 9. LONG-TERM STRENGTH OF SOILS; 9.1 CREEP AND LONG-TERM STRENGTH; 9.2 EXPERIMENTAL DATA 
505 8 |a 9.3 LOSS OF SHEAR STRENGTH BY SOILS9.4 ""PEAK"" AND RESIDUAL SOIL STRENGTH; 9.5 CRITERIA OF LONG-TERM FAILURE; 9.6 EQUATIONS OF LONG-TERM STRENGTH; 9.7 METHODOLOGY OF EXPERIMENTAL DATA HANDLING; 9.8 EFFECT OF LOADING CONDITIONS; 9.9 TECHNIQUES OF TESTING SOIL FOR LONG-TERM STRENGTH; 9.10 REFERENCES; Chapter 10. THE KINETIC THEORY OF SOIL STRENGTH AND SOIL CREEP; 10.1 SOIL DEFORMATION AS A THERMO-ACTIVATED PROCESS; 10.2 CHANGES IN THE MICRO-STRUCTURE OF SOIL DUE TO DEFORMATION; 10.3 KINETIC NATURE OF LONG-TERM STRENGTH; 10.4 PHYSICAL MEANING OF LONG-TERM STRENGTH PARAMETERS 
546 |a English. 
650 0 |a Soil mechanics. 
650 0 |a Rheology. 
650 6 |a M�ecanique des sols.  |0 (CaQQLa)201-0029866 
650 6 |a Rh�eologie.  |0 (CaQQLa)201-0025965 
650 7 |a soil mechanics.  |2 aat  |0 (CStmoGRI)aat300065239 
650 7 |a TECHNOLOGY & ENGINEERING  |x Civil  |x General.  |2 bisacsh 
650 7 |a Rheology  |2 fast  |0 (OCoLC)fst01096929 
650 7 |a Soil mechanics  |2 fast  |0 (OCoLC)fst01124463 
650 7 |a Bodenmechanik  |2 gnd  |0 (DE-588)4007385-3 
650 7 |a Rheologie  |2 gnd  |0 (DE-588)4049828-1 
650 7 |a Sols, M�ecanique des.  |2 ram 
650 7 |a Rh�eologie (biologie)  |2 ram 
653 |a Soils  |a Mechanics 
776 0 8 |i Print version:  |a V�i�alov, Serge�i Stepanovich.  |t Rheological fundamentals of soil mechanics.  |d Amsterdam ; New York : Elsevier ; New York, N.Y. : Distributors for the United States and Canada, Elsevier Science Pub. Co., 1986  |w (DLC) 85027586  |w (OCoLC)12946701 
830 0 |a Developments in geotechnical engineering ;  |v 36. 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780444422231  |z Texto completo 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/36  |z Texto completo