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Titlebook: Soil Mechanics; R. F. Craig Book 1983 R. F. Craig 1983 International System of Units (SI).civil engineering.engine.foundation.future.mater

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发表于 2025-3-21 19:12:40 | 显示全部楼层 |阅读模式
书目名称Soil Mechanics
编辑R. F. Craig
视频video
图书封面Titlebook: Soil Mechanics; R. F. Craig Book 1983 R. F. Craig 1983 International System of Units (SI).civil engineering.engine.foundation.future.mater
描述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 hav
出版日期Book 1983
关键词International System of Units (SI); civil engineering; engine; foundation; future; material; mechanics; soi
版次1
doihttps://doi.org/10.1007/978-1-4899-3474-1
isbn_softcover978-0-442-31434-7
isbn_ebook978-1-4899-3474-1
copyrightR. F. Craig 1983
The information of publication is updating

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Consolidation Theory,he pore water, the process continuing until the excess pore water pressure set up by an increase in total stress has completely dissipated: the simplest case is that of one-dimensional consolidation, in which a condition of zero lateral strain is implicit. The process of swelling, the reverse of con
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Bearing Capacity,nsmits loads directly to the underlying soil. If the soil near the surface is capable of adequately supporting the structural loads it is possible to use either . or a .. A footing is a relatively small slab giving separate support to part of the structure. A footing supporting a single column is re
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Stability of Slopes,h dams. The most important types of slope failure are illustrated in Fig. 9.1. In . slips the shape of the failure surface in section may be a circular arc or a non-circular curve. In general, circular slips are associated with homogeneous soil conditions and non-circular slips with non-homogeneous
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