Some computation tables for nonlinear consolidation of soft soil and its application
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Some computation tables for nonlinear consolidation of soft soil and its application
Vol. 29, Issue 8, (2008)
作者机构:
1. 浙江大学 岩土工程研究所/软弱土与环境土工教育部重点实验室,杭州,310027
2. 杭州通达建筑集团公司,杭州,310019
作者简介:
基金信息:
DOI:
CLC:TU433
Online First:02 August 2013,
Published:2008
稿件说明:
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WEN Jie-bang, WANG Yue-wei, XIE Kang-he, et al. Some computation tables for nonlinear consolidation of soft soil and its application[J]. 2008, 29(8).
DOI:
WEN Jie-bang, WANG Yue-wei, XIE Kang-he, et al. Some computation tables for nonlinear consolidation of soft soil and its application[J]. 2008, 29(8).DOI:
Some computation tables for nonlinear consolidation of soft soil and its application
To facilitate the practical application of nonlinear consolidation theory
some computation tables are prepared based on one-dimensional nonlinear consolidation theory
which can be used in consolidation analyses to take account of nonlinear properties of soft soil both in compressibility and in permeability
and actual distribution of dead weight pressure
as well as time-dependent loading. Numerical example is given to illustrate the application of the tables. The work provides technical tools for engineering computation and also references for theoretical research.