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Introductory technical guidance for civil and geotechnical engineers interested in soil mechanics. Here is what is discussed: 1. INTRODUCTION 2. ANALYSIS OF STRESS CONDITIONS 3. INSTANTANEOUS SETTLEMENT 4. PRIMARY AND SECONDARY SETTLEMENTS 5. TOLERABLE AND DIFFERENTIAL SETTLEMENT 6. METHODS OF REDUCING OR ACCELERATING SETTLEMENT 7. ANALYSIS OF VOLUME EXPANSION 8. REFERENCES.
This publication concerns (a) immediate settlements, (b) long-term settlements, (c) rate of settlement, (d) criteria for tolerable settlement, (e) methods of reducing or accelerating settlements for saturated fine-grained soils and (f) methods for controlling and/or estimating heave in swelling soils. Procedures given are for fine-grained compressible soils as well as for coarse-grained soils. The settlement of saturated cohesive soil consists of the sum of three components; (1) immediate settlement occurring as the load is applied, (2) consolidation settlement occurring gradually as excess pore pressures generated by loads are dissipated, and (3) secondary compression essentially controlled by the composition and structure of the soil skeleton. The settlement of coarse-grained granular soils subjected to foundation loads occurs primarily from the compression of the soil skeleton due to rearrangement of particles. The permeability of coarse-grained soil is large enough to justify the assumption of immediate excess pore pressure dissipation upon application of load. Settlement of coarse-grained soil can also be induced by vibratory ground motion due to earthquakes, blasting or machinery, or by soaking and submergence.
This publication provides introductory technical guidance for civil engineers, geotechnical engineers and other professional engineers and construction managers interested in settlement and volume expansion of soils. Here is what is discussed: 1. INTRODUCTION, 2. ANALYSIS OF STRESS CONDITIONS, 3. INSTANTANEOUS SETTLEMENT, 4. PRIMARY AND SECONDARY SETTLEMENTS, 5. TOLERABLE AND DIFFERENTIAL SETTLEMENT, 6. METHODS OF REDUCING OR ACCELERATING SETTLEMENT, 7. ANALYSIS OF VOLUME EXPANSION, 8. REFERENCES.
About the application of engineering principles by experienced engineers of soil mechanics in the design of foundations and earth structure for naval shore facilities. Includes identification and classification of soil and rock, field exploration, testing, and instrumentation, laboratory testing, distribution of stresses and pressures on buried structures, analysis of settlement and volume expansion, seepage and drainage, slope stability and protection.
The static behaviour of buildings is considerably influenced by the interaction between soil, foundation and construction. This book provides assistance in determining the deformations caused by the building and by other imposed loads. Approximate methods for hand calculation as well as more exact mathematical methods for computation are presented. Three PC programmes are also shown. In Section 1 the importance of interaction between subsoil and construction, together with relevant theories, is reviewed, accompanied with a long list of pertinent literature. Section 2 reminds the reader about soil mechanics and introduces information about the determination of ground surface movements occurring in nature without the effect of a superimposed structure. Section 3 deals with the rigidity of buildings, their adaptive capacity to deformations, and peruses questions about safety of buildings. In Section 4 computerized calculation methods are presented. In Section 5 approximative calculation methods are recommended for practice. Case histories are described in Section 6. Various guiding tables and three computer programs are presented in Section 7.Each section is designed so as to be capable of use independently. The book is intended for structural engineers.
When stresses are applied to saturated soil, deformation will occur as water in voids is squeezed out. Consolidation Analyses of Soils focuses on the consolidation of fully saturated soils. The book follows a classic approach by beginning with one-dimensional constitutive relations of soils and one-dimensional consolidation. It then moves on to analytical solutions to several one-dimensional consolidation problems and one-dimensional finite strain consolidation. The authors also present a finite element method for consolidation analysis of one-dimensional problems, analytical solutions to consolidation of soil with vertical drains, and a finite difference method for consolidation analysis of one-dimensional problems. Simplified methods for consolidation analysis of soils exhibiting creep are introduced and applied to different cases. Three-dimensional consolidation equations and solutions of typical three-dimensional consolidation problems are covered, as well as simplified finite element consolidation analysis of soils with vertical drain and finite element method for three-dimensional consolidation problems. The book is unique in that it covers both classic solutions and state-of-the-art work in consolidation analyses of soils. Authors Jian-Hua Yin is Chair Professor of Soil Mechanics in the Department of Civil and Environmental Engineering at The Hong Kong Polytechnic University. Guofu Zhu is a Professor in the Department of Engineering Structures and Mechanics at Wuhan University of Technology, China.
About the application of engineering principles by experienced engineers of soil mechanics in the design of foundations and earth structure for naval shore facilities. Includes identification and classification of soil and rock, field exploration, testing, and instrumentation, laboratory testing, distribution of stresses and pressures on buried structures, analysis of settlement and volume expansion, seepage and drainage, slope stability and protection.
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.
This book presents a one-stop reference to the empirical correlations used extensively in geotechnical engineering. Empirical correlations play a key role in geotechnical engineering designs and analysis. Laboratory and in situ testing of soils can add significant cost to a civil engineering project. By using appropriate empirical correlations, it is possible to derive many design parameters, thus limiting our reliance on these soil tests. The authors have decades of experience in geotechnical engineering, as professional engineers or researchers. The objective of this book is to present a critical evaluation of a wide range of empirical correlations reported in the literature, along with typical values of soil parameters, in the light of their experience and knowledge. This book will be a one-stop-shop for the practising professionals, geotechnical researchers and academics looking for specific correlations for estimating certain geotechnical parameters. The empirical correlations in the forms of equations and charts and typical values are collated from extensive literature review, and from the authors' database.
This publication provides introductory technical guidance for civil engineers, geotechnical engineers and other professional engineers and construction managers interested in soils engineering. Here is what is discussed: 1. BEARING CAPACITY ANALYSIS, 2. DISTRIBUTION OF STRESSES IN SOIL, 3. ENGINEERING PROPERTIES OF SOIL AND ROCK, 4. LABORATORY TESTING OF SOILS, 5. SEEPAGE AND DRAINAGE, 6. SETTLEMENT AND VOLUME EXPANSION, 7. SLOPE STABILITY ANALYSIS, 8. SOIL GROUTING.