Soil Mechanics - Version 2 is designed as a comprehensive reference book on both soil mechanics and soil testing. With over 700 pages, we have included, in their entirety, the most common laboratory procedures for soils testing, which is rare to see in soil mechanics textbooks. This manual is primarily intended for the active practitioner in the field, although it is certainly a useful reference for students.
Basic soil testing book that emphasizes the basic principles of soil mechnics using spreadsheet data processing. The book includes soil laboratory experiments, and discussion of the theoretical concepts needed to interpret the experimental results.
Unsaturated soil mechanics is now increasingly recognized as an integral part of mainstream soil mechanics, and the importance and relevance of unsaturated soil mechanics for the broad field of geotechnical engineering no longer needs to be emphasized. The two volumes making up Unsaturated soils include papers from the 4th Asia Pacific Confere
Although theoretical in character, this book provides a useful source of information for those dealing with practical problems relating to rock and soil mechanics - a discipline which, in the view of the authors, attempts to apply the theory of continuum to the mechanical investigation of rock and soil media. The book is in two separate parts. The first part, embodying the first three chapters, is devoted to a description of the media of interest. Chapter 1 introduces the main argument and discusses the essence of the discipline and its links with other branches of science which are concerned, on the one hand, with technical mechanics and, on the other, with the properties, origins, and formation of rock and soil strata under natural field conditions. Chapter 2 describes mechanical models of bodies useful for the purpose of the discourse and defines the concept of the limit shear resistance of soils and rocks. Chapter 3 gives the actual properties of soils and rocks determined from experiments in laboratories and in situ. Several tests used in geotechnical engineering are described and interconnections between the physical state of rocks and soils and their rheological parameters are considered.The second part of the book considers the applications of various theories which were either first developed for descriptive purposes in continuum mechanics and then adopted in soil and rock mechanics, or were specially developed for the latter discipline. Chapter 4 discusses the application of the theory of linear viscoelasticity in solving problems of stable behaviour of rocks and soils. Chapter 5 covers the use of the groundwater flow theory as applied to several problems connected with water movement in an undeformable soil or rock skeleton. Chapter 6 is a natural expansion of the arguments put forward in the previous chapter. Here the movement of water is regarded as the cause of deformation of the rock or soil skeleton and the consolidation theory developed on this basis is presented in a novel formulation. Some new engineering solutions are also reported. The seventh chapter is devoted to the limit state theory as applied to the study of the mechanical behaviour of soils and rocks. It presents some new solutions and methods which include both static and kinematic aspects of the problem, and some original effective methods for investigating media of limited cohesion. The final chapter gives a systematic account of the mechanics of highly dispersed soils, commonly called clays.
Designed for the undergraduate students of civil engineering, this textbook covers the theoretical aspects of soil mechanics and foundation engineering in a single volume. The text is organized in two parts--Part I (Soil mechanics) and Part II (Foundation engineering): Part I includes the basic properties and strength of soil, vertical and lateral pressures, discussion on earthen dam, sheet piles, and stability analysis for hill slope in connection with hill road construction. Part II discusses shallow and deep foundations, approaches of analysis of machine foundation, and various methods of determining the bearing capacity of soil. A separate chapter is devoted to on-site investigation. Besides the undergraduate students, this compendium will also be useful for students appearing for various competitive examinations such as GATE, IES and IAS. Consulting engineers in geotechnical engineering may also use this book as a reference. KEY FEATURES: Includes numerical problems (with solutions) in connection with construction of dams and highways in hilly region Figures and explanations to facilitate professionals and designers of machine foundation to solve the complex problem of stability analysis Objective-type questions to aid in UPSC examinations
Dealing with the fundamentals and general principles of soil mechanics and geotechnical engineering, this text also examines the design methodology of shallow / deep foundations, including machine foundations. In addition to this, the volume explores earthen embankments and retaining structures, including an investigation into ground improvement techniques, such as geotextiles, reinforced earth, and more
