Effective Stress And Equilibrium Equation For Soil Mechanics

Author : Longtan Shao,Xiaoxia Guo,Shiyi Liu,Guofeng Zheng
Publisher : CRC Press
Page : 263 pages
File Size : 45,6 Mb
Release : 2017-12-06
Category : Technology & Engineering
ISBN : 9781351607414

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Effective Stress and Equilibrium Equation for Soil Mechanics by Longtan Shao,Xiaoxia Guo,Shiyi Liu,Guofeng Zheng Pdf

The concept of effective stress and the effective stress equation is fundamental for establishing the theory of strength and the relationship of stress and strain in soil mechanics and poromechanics. However, up till now, the physical meaning of effective stress has not been explained clearly, and the theoretical basis of the effective stress equation has not been proposed. Researchers have not yet reached a common understanding of the feasibility of the concept of effective stress and effective stress equation for unsaturated soils. Effective Stress and Equilibrium Equation for Soil Mechanics discusses the definition of the soil skeleton at first and clarifies that the soil skeleton should include a fraction of pore water. When a free body of soil skeleton is taken to conduct internal force analysis, the stress on the surface of the free body has two parts: one is induced by pore fluid pressure that only includes normal stress; the other is produced by all the other external forces excluding pore fluid pressure. If the effective stress is defined as the soil skeleton stress due to all the external forces excluding pore fluid pressure, the effective stress equation can be easily obtained by the internal force equilibrium analysis. This equation reflects the relationship between the effective stress, total stress and pore fluid pressure, which does not change with the soil property. The effective stress equation of saturated soils and unsaturated soils is unified, i.e., o ̃=o ̃t –Seuw–(1–Se)ua. For multiphase porous medium, o ̃=o ̃t –u*,u*=Seiui(i=1,2,...,M). In this book, a theoretical formula of the coefficient of permeability for unsaturated soils is derived. The formula of the seepage force is modified based on the equilibrium differential equation of the pore water. The relationship between the effective stress and the shear strength and deformation of unsaturated soils is preliminarily verified. Finally, some possibly controversial problems are discussed to provide a better understanding of the role of the equilibrium equation and the concept of effective stress.

Author : Longtan Shao,Xiaoxia Guo,Shiyi Liu,Guofeng Zheng
Publisher : CRC Press
Page : 150 pages
File Size : 40,5 Mb
Release : 2017-12-06
Category : Technology & Engineering
ISBN : 9781351607421

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Effective Stress and Equilibrium Equation for Soil Mechanics by Longtan Shao,Xiaoxia Guo,Shiyi Liu,Guofeng Zheng Pdf

The concept of effective stress and the effective stress equation is fundamental for establishing the theory of strength and the relationship of stress and strain in soil mechanics and poromechanics. However, up till now, the physical meaning of effective stress has not been explained clearly, and the theoretical basis of the effective stress equation has not been proposed. Researchers have not yet reached a common understanding of the feasibility of the concept of effective stress and effective stress equation for unsaturated soils. Effective Stress and Equilibrium Equation for Soil Mechanics discusses the definition of the soil skeleton at first and clarifies that the soil skeleton should include a fraction of pore water. When a free body of soil skeleton is taken to conduct internal force analysis, the stress on the surface of the free body has two parts: one is induced by pore fluid pressure that only includes normal stress; the other is produced by all the other external forces excluding pore fluid pressure. If the effective stress is defined as the soil skeleton stress due to all the external forces excluding pore fluid pressure, the effective stress equation can be easily obtained by the internal force equilibrium analysis. This equation reflects the relationship between the effective stress, total stress and pore fluid pressure, which does not change with the soil property. The effective stress equation of saturated soils and unsaturated soils is unified, i.e., o ̃=o ̃t –Seuw–(1–Se)ua. For multiphase porous medium, o ̃=o ̃t –u*,u*=Seiui(i=1,2,...,M). In this book, a theoretical formula of the coefficient of permeability for unsaturated soils is derived. The formula of the seepage force is modified based on the equilibrium differential equation of the pore water. The relationship between the effective stress and the shear strength and deformation of unsaturated soils is preliminarily verified. Finally, some possibly controversial problems are discussed to provide a better understanding of the role of the equilibrium equation and the concept of effective stress.

Author : Roberto Nova
Publisher : John Wiley & Sons
Page : 301 pages
File Size : 49,9 Mb
Release : 2012-12-27
Category : Technology & Engineering
ISBN : 9781118586983

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Soil Mechanics by Roberto Nova Pdf

Knowledge of the behavior of soil mechanics is essential for forecasting the internal displacements and actions of any construction. This book, although theoretical at first glance, also offers a more practical scope, giving readers adequate tools to plan geotechnical projects correctly.

Author : David Muir Wood
Publisher : Cambridge University Press
Page : 251 pages
File Size : 47,9 Mb
Release : 2009-09-28
Category : Technology & Engineering
ISBN : 9781107469501

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Soil Mechanics by David Muir Wood Pdf

This book teaches the principles of soil mechanics to undergraduates, along with other properties of engineering materials, to which the students are exposed simultaneously. Using the critical state method of soil mechanics to study the mechanical behavior of soils requires the student to consider density alongside effective stresses, permitting the unification of deformation and strength characteristics. This unification aids the understanding of soil mechanics. This book explores a one-dimensional theme for the presentation of many of the key concepts of soil mechanics - density, stress, stiffness, strength, and fluid flow - and includes a chapter on the analysis of one-dimensional consolidation, which fits nicely with the theme of the book. It also presents some theoretical analyses of soil-structure interaction, which can be analyzed using essentially one-dimensional governing equations. Examples are given at the end of most chapters, and suggestions for laboratory exercises or demonstrations are given.

Author : William Powrie
Publisher : CRC Press
Page : 741 pages
File Size : 41,5 Mb
Release : 2002-06-01
Category : Technology & Engineering
ISBN : 9780203461525

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Soil Mechanics by William Powrie Pdf

The aim of this book is to encourage students to develop an understanding of the fundamentals of soil mechanics. It builds a robust and adaptable framework of ideas to support and accommodate the more complex problems and analytical procedures that confront the practising geotechnical engineer. Soil Mechanics: Concepts and Applications covers the soil mechanics and geotechnical engineering topics typically included in university courses in civil engineering and related subjects. Physical rather than mathematical arguments are used in the core sections wherever possible. New features for the second edition include: an accompanying website containing the lecturers solutions manual; a revised chapter on soil strength and soil behaviour separating the basic and more advanced material to aid understanding; a major new section on shallow foundations subject to combined vertical, horizontal and moment loading; revisions to the material on retaining walls, foundations and filter design to account for new research findings and bring it into line with the design philosophy espoused by EC7. More than 50 worked examples including case histories Learning objectives, key points and example questions

Author : R. F. Craig
Publisher : Springer
Page : 430 pages
File Size : 49,5 Mb
Release : 2013-12-20
Category : Technology & Engineering
ISBN : 9781489934741

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Soil Mechanics by R. F. Craig Pdf

This book is intended primarily to serve the needs of the undergraduate civil engineering student and aims at the clear explanation, in adequate depth, of the fundamental principles of soil mechanics. The understanding of these principles is considered to be an essential foundation upon which future practical experience in soils engineering can be built. The choice of material involves an element of personal opinion but the contents of this book should cover the requirements of most undergraduate courses to honours level. It is assumed that the student has no prior knowledge of the subject but has a good understanding of basic mechanics. The book includes a comprehensive range of worked examples and problems set for solution by the student to consolidate understanding of the fundamental principles and illustrate their application in simple practical situations. The International System of Units is used throughout the book. A list of references is included at the end of each chapter as an aid to the more advanced study of any particular topic. It is intended also that the book will serve as a useful source of reference for the practising engineer. In the third edition no changes have been made to the aims of the book. Except for the order of two chapters being interchanged and for minor changes in the order of material in the chapter on consolidation theory, the basic structure of the book is unaltered.

Author : T. S. Nagaraj,B. R. Srinivasa
Publisher : Taylor & Francis
Page : 316 pages
File Size : 52,9 Mb
Release : 1994
Category : Technology & Engineering
ISBN : 8122406335

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Analysis and Prediction of Soil Behaviour by T. S. Nagaraj,B. R. Srinivasa Pdf

This Book Brings Out The Possibilities Of Generalizations Of Behaviour Of Soils And Hence Of Predicting The Required Engineering Properties Without Elaborate Testing. We Recognize That A Single Approach Cannot Be Evolved For All Soil Types And Hence The Necessity For Classifying Soils Into Different Categories And To Use Appropriate Model For Each. First Of All, Based On Mechanism Of Stress Transfer And Interaction Between The Phases, Two Obvious Classes, The Fine Grained And Coarse-Grained Soils Have Been Differentiated.The Discussions Bring Out That Because Of Identical Mode Of Stress Transfer, The Mechanical Behaviour I.E., Compressibility, Shear Strength Relations, Permeability Variations Etc. Can Be Generalized For All Fine Grained Soils, Enabling The Prediction Of Behaviour Of Such Soils With Just The Knowledge Of Certain State And Index Properties. The Sequence Of Discussion Is On The Characterization Of Specific Soil States And Prediction Of Proportion Starting From The Ideal Saturated Uncemented Soils, Both Normally And Over Consolidated, Cemented Saturated Soils And Partly Saturated Soils.In Dealing With The Behaviour Of Coarse Grained Soils, The Importance Of Microfabric And The Difficulties In Possible Generalizations Are Discussed. Perhaps The Unique Feature Of This Book Is That The Division Of The Chapters Is Based On Different Soil States, All The Mechanical Behaviours Being Discussed Under Each Soil State.The Book Will Be Of Interest To Both Academicians And Practising Engineers, Researchers And Postgraduate Students. It Would Serve As A Textbook For Undergraduate Students With Prior Knowledge Of Basic Soil Mechanics.

Author : Lujo Šuklje
Publisher : John Wiley & Sons
Page : 602 pages
File Size : 48,5 Mb
Release : 1969
Category : Technology & Engineering
ISBN : UOM:39015002125865

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Rheological Aspects of Soil Mechanics by Lujo Šuklje Pdf

Author : Percival Leonard Capper,William Fisher Cassie
Publisher : Routledge
Page : 332 pages
File Size : 54,8 Mb
Release : 1969
Category : Technology & Engineering
ISBN : UOM:39015002101452

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The Mechanics of Engineering Soils by Percival Leonard Capper,William Fisher Cassie Pdf

Author : C. R. Scott
Publisher : Springer
Page : 408 pages
File Size : 49,8 Mb
Release : 2013-12-14
Category : Science
ISBN : 9781489972507

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An Introduction to Soil Mechanics and Foundations by C. R. Scott Pdf

This book is mainly intended to meet the needs of undergraduate students of Civil Engineering. In preparing the first edition of this book, I had two principal aims: firstly to provide the student with a description of soil behavior-and of the effects of the clay minerals and the soil water on such behavior-which was rather more detailed than is usual in an elementary text, and secondly to encourage him to look critically at the traditional methods of analysis and design. The latter point is important, since all such methods require certain simplifying assumptions without which no solution is generally possible. Serious errors in design are seldom the result of failure to understand the methods as such. They more usually arise from a failure to study and understand the geology of the site, or from attempts to apply analytical methods to problems for which the implicit assumptions make them unsuitable. In the design of foundations and earth structures, more than in most branches of engineering, the engineer must be continually exercising his judgment in making decisions. The analytical methods cannot relieve him of this responsibility but properly used, they should ensure that his judgment is based on sound knowledge and not on blind intuition. I hope that the book will prove to be of use to students when their courses are over, and help to bridge the awkward gap between theory and practice.

Author : Charles Wang Wai Ng,Bruce Menzies
Publisher : CRC Press
Page : 690 pages
File Size : 45,6 Mb
Release : 2014-04-21
Category : Technology & Engineering
ISBN : 9781482266122

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Advanced Unsaturated Soil Mechanics and Engineering by Charles Wang Wai Ng,Bruce Menzies Pdf

Analytical and comprehensive, this state-of-the-art book, examines the mechanics and engineering of unsaturated soils, as well as explaining the laboratory and field testing and research that are the logical basis of this modern approach to safe construction in these hazardous geomaterials; putting them into a logical framework for civil engineering and design. The book: illustrates the importance of state-dependent soil-water characteristic curves highlights modern soil testing of unsaturated soil behaviour, including accurate measurement of total volume changes and the measurement of anisotropic soil stiffness at very small strains introduces an advanced state-dependent elasto-plastic constitutive model for both saturated and unsaturated soil demonstrates the power of numerical analysis which is at the heart of modern soil mechanics studies and simulates the behaviour of loose fills from unsaturated to saturated states; explains the difference between strain-softening and static liquefaction, and describes real applications in unsaturated soil slope engineering includes purpose-designed field trials to capture the effects of two independent stress variables, and reports comprehensive measurements of soil suction, water contents, stress changes and ground deformations in both bare and grassed slopes introduces a new conjunctive surface and subsurface transient flow model for realistically analysing rainfall infiltration in unsaturated soil slopes, and illustrates the importance of the flow model in slope engineering. Including constitutive and numerical modelling, this volume will interest students and professionals studying or working in the areas of geotechnical engineering and the built environment.

Author : Eduardo Rojas
Publisher : Bentham Science Publishers
Page : 248 pages
File Size : 52,6 Mb
Release : 2018-08-08
Category : Technology & Engineering
ISBN : 9781681086996

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Towards A Unified Soil Mechanics Theory: The Use of Effective Stresses in Unsaturated Soils, Revised Edition by Eduardo Rojas Pdf

With the application of the effective stress concept, the strength and volumetric behavior of saturated materials was clearly understood. For the case of unsaturated materials, a universally accepted effective stresses equation is still under debate. However, the use of the effective stress concept to develop constitutive models for unsaturated soils is becoming increasingly popular not only because the hydro-mechanical coupling observed in these materials is implicit in the formulation but also because simpler and more precise models can be established. Towards A Unified Soil Mechanics Theory demonstrates that the same strength and volume change equations used in saturated soil mechanics can be used for the case of unsaturated soils. In other words, the constitutive models developed for saturated soils can be used for unsaturated materials once the effective stress equation has been defined. In this book, an analytical equation for the effective stress for unsaturated soils is established. This equation requires the knowledge of the superficial area of solids affected by the capillary phenomenon. In other words, we need to know how water distributes in the pores of the soil. This distribution can be modeled using a solid-porous model built on a regular network. However, the size of the network required to correctly simulate the structure of a small soil sample cannot be managed with a common PC. For that reason, a probabilistic porous-solid model is developed. This model uses the pore size distribution in the form of a probabilistic function which in addition to the Laplace equation and the principle of continuity can be expressed as the probability of a pore of certain size to be filled or dry at suction during a wetting or drying path, respectively. In this way, the soil-water retention curves can be simulated and the effective stress at any suction during wetting or drying processes can be determined. Based on this approach, it is shown that unsaturated soils behave under the same principles for strength and volumetric behavior as saturated soils. This revised edition brings additional information about an elastoplastic framework for expansive soils, hydro-mechanical coupling and a fully coupled model. The additional chapters also cover the experimental parameters used to derive the models. An updated set of references and a list of abbreviations is also included in this edition. Towards A Unified Soil Mechanics Theory paves the way for a universal theory of soil mechanics. The volume will be a valuable reference to civil engineers, earth scientists and hydrologists interested in soil mechanics at both academic and professional levels.

Author : Malcolm Bolton
Publisher : John Wiley & Sons
Page : 464 pages
File Size : 41,6 Mb
Release : 1980
Category : Technology & Engineering
ISBN : UOM:39015000975758

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A Guide to Soil Mechanics by Malcolm Bolton Pdf

Author : Anonim
Publisher : Elsevier
Page : 306 pages
File Size : 41,8 Mb
Release : 2013-10-22
Category : Technology & Engineering
ISBN : 9780444600585

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Physical Characteristics of Soils, Plasticity, Settlement Calculations, Interpretation of In-Situ Tests by Anonim Pdf

Practical Problems in Soil Mechanics and Foundation Engineering, 1: Physical Characteristics of Soils, Plasticity, Settlement Calculations, Interpretation of In-Situ Tests presents the analysis and calculation procedures for the solution of geotechnical problems. The book contains example problems with detailed step-by-step solutions. The text emphasizes the application of theoretical soil mechanics to geotechnical engineering. Chapters provide example problems and solutions on the physical characteristics of soil, water in the soil, settlement calculations, plasticity and shear strength, plastic equilibrium, and interpretation of in-situ tests. Civil engineers and civil engineering students will find the book highly useful.

Author : Hongjian Liao,Hangzhou Li,Zongyuan Ma
Publisher : World Scientific
Page : 267 pages
File Size : 52,9 Mb
Release : 2020-09-24
Category : Technology & Engineering
ISBN : 9789813238527

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Soil Mechanics by Hongjian Liao,Hangzhou Li,Zongyuan Ma Pdf

This book also doubles as a textbook with an explanation of basic theory, knowledge, and skills in soil mechanics as well as the most updated codes and standards in China. Also included are guidelines at the beginning of each chapter and English-Chinese-Japanese translations of frequently-used words and expressions in the Appendix. It aims to be a reference book for students and technical staff in civil engineering, hydraulic engineering, mining engineering, and transportation engineering.