Eylem Seç
Rheological fundamentals of soil mechanics
Başlık:
Rheological fundamentals of soil mechanics
Yazar:
Vi͡alov, S. S. (Sergeĭ Stepanovich)
ISBN:
9780444422231
9780444600561
Yazar Ek Girişi:
Yayın Bilgileri:
Amsterdam ; New York : Elsevier ; New York, N.Y. : Distributors for the United States and Canada, Elsevier Science Pub. Co., 1986.
Fiziksel Tanımlama:
1 online resource (xii, 564 pages) : illustrations.
Seri:
Developments in geotechnical engineering ; 36
Developments in geotechnical engineering ; 36.
İçerik:
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
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
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
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
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
Özet:
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.
Tür:
Elektronik Erişim:
ScienceDirect http://www.sciencedirect.com/science/book/9780444422231Mevcut:*
Yer Numarası | Demirbaş Numarası | Shelf Location | Lokasyon / Statüsü / İade Tarihi |
|---|---|---|---|
| TA710 .V4973 1986 | 1182336-1001 | Elsevier E-Kitap Koleksiyonu | Arıyor... |
On Order
Liste seç
Bunu varsayılan liste yap.
Öğeler başarıyla eklendi
Öğeler eklenirken hata oldu. Lütfen tekrar deneyiniz.
:
Select An Item
Data usage warning: You will receive one text message for each title you selected.
Standard text messaging rates apply.