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Titlebook: Deformation Analysis in Soft Ground Improvement; Jinchun Chai,John P. Carter Book 2011 Springer Science+Business Media BV 2011 Deformation

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發(fā)表于 2025-3-21 19:18:44 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Deformation Analysis in Soft Ground Improvement
編輯Jinchun Chai,John P. Carter
視頻videohttp://file.papertrans.cn/265/264825/264825.mp4
概述Synthesize theory and practice aspects.Rich of case history analysis.Both numerical and analytical analysis methods.State-of-art information Suited for both researchers and practitioners
叢書名稱Geotechnical, Geological and Earthquake Engineering
圖書封面Titlebook: Deformation Analysis in Soft Ground Improvement;  Jinchun Chai,John P. Carter Book 2011 Springer Science+Business Media BV 2011 Deformation
描述.This book deals with the behaviour of soft ground improved by some of the more common methods, including the installation of prefabricated vertical drains (PVDs), or the installation of soil-cement columns formed by deep mixing, or the preloading of soft ground by application of a vacuum pressure in addition to, or instead of, a surcharge loading.? In particular, it describes the theories and the numerical modelling techniques that may be applied to these soft ground improvement schemes to estimate the immediate and time-dependent mechanical response of the in situ soil. ?Particular emphasis has been placed on methods that reliably predict ground deformations associated with ground improvement techniques..The book commences with a brief description of the various ground improvement methods and then describes general techniques for modelling the behaviour of soft clay subsoils by the finite element method, as well as details of the methods for modelling soft soils improved by the installation of PVDs.? It also includes chapters describing the theory of vacuum consolidation and methods for calculating vacuum pressure-induced ground deformation, as well as a theory which can be used
出版日期Book 2011
關(guān)鍵詞Deformation analysis; Soft ground improvement; Soil-cement columns; Vacuum consolidatoin; Vertical drain
版次1
doihttps://doi.org/10.1007/978-94-007-1721-3
isbn_softcover978-94-007-3742-6
isbn_ebook978-94-007-1721-3Series ISSN 1573-6059 Series E-ISSN 1872-4671
issn_series 1573-6059
copyrightSpringer Science+Business Media BV 2011
The information of publication is updating

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沙發(fā)
發(fā)表于 2025-3-21 23:48:10 | 只看該作者
Modelling Soft Clay Behaviour,ls adopted to represent the soil response, it seems only natural to describe some of these fundamental tools that have been used successfully to date for this task. This is the rationale for including Chapter 2, which contains a description of some of the techniques that have been used successfully
板凳
發(fā)表于 2025-3-22 02:20:08 | 只看該作者
Vertical Drains,ristics, have been improved by the installation of pre-fabricated vertical drains (PVDs). Included is a description of how a typical problem may be dealt with using an equivalent plane strain finite element analysis. Also presented are some example analyses using specific case histories, and compari
地板
發(fā)表于 2025-3-22 05:38:30 | 只看該作者
Vacuum Consolidation,f vacuum consolidation and describes the major characteristics of vacuum consolidation of soft ground, the methods adopted for calculating the deformations induced by application of vacuum pressure, as well as some example analyses based on case histories and laboratory studies. Distinctions are dra
5#
發(fā)表于 2025-3-22 11:37:30 | 只看該作者
Soil-Cement Columns, which are stiffer and stronger than the surrounding soil layer. It also describes methods for estimating ground settlements for the case of ground improved by the prior installation of ‘floating’ columns, a method for predicting the lateral displacement of the ground induced by column installation,
6#
發(fā)表于 2025-3-22 14:24:43 | 只看該作者
Concluding Remarks,tions. These have been clearly and deliberately identified. In many cases it has been demonstrated, by presenting comparisons of predictions with field data, that these approximations provide a reasonable balance between tractability of the problem at hand and the accuracy and reliability of the res
7#
發(fā)表于 2025-3-22 17:50:21 | 只看該作者
Palgrave‘s Dictionary of Political Economyonly does it provide brief descriptions of these technologies, but it also makes the argument that predicting the effects on subsequent ground performance of implementing these technologies is important in engineering practice. Clearly, one important effect concerns the ground deformations resulting
8#
發(fā)表于 2025-3-22 21:36:22 | 只看該作者
9#
發(fā)表于 2025-3-23 02:11:24 | 只看該作者
https://doi.org/10.1007/978-1-349-10358-4ristics, have been improved by the installation of pre-fabricated vertical drains (PVDs). Included is a description of how a typical problem may be dealt with using an equivalent plane strain finite element analysis. Also presented are some example analyses using specific case histories, and compari
10#
發(fā)表于 2025-3-23 06:41:50 | 只看該作者
Palgrave‘s Dictionary of Political Economyf vacuum consolidation and describes the major characteristics of vacuum consolidation of soft ground, the methods adopted for calculating the deformations induced by application of vacuum pressure, as well as some example analyses based on case histories and laboratory studies. Distinctions are dra
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