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负压条件下考虑土体损伤和流变的有限元分析
引用本文:吴跃东,余湘娟,殷宗泽.负压条件下考虑土体损伤和流变的有限元分析[J].岩土力学,2002,23(2):137-141.
作者姓名:吴跃东  余湘娟  殷宗泽
作者单位:河海大学岩土工程研究所,江苏,南京,210098
摘    要:介绍了在负压条件下软基加固的各种理论计算,并采用平面应变有限元法进行分析,计算中考虑了土体的流变和施工扰动引起的损伤。计算结果与某高速公路试验段现场观测的结果比较接近,说明计算方法是合理可行的。

关 键 词:真空预压法  平面应变有限元  流变  损伤  加固机理  负压条件  施工工艺
文章编号:1000-7598-(2002)02-0137-05
修稿时间:2001年3月29日

Analysis of soft foundation in considering rheolgic behavior and damage under the negative pressure condition by FEM
WU Yue-dong,YU Xiang -juan,YIN Zong -ze.Analysis of soft foundation in considering rheolgic behavior and damage under the negative pressure condition by FEM[J].Rock and Soil Mechanics,2002,23(2):137-141.
Authors:WU Yue-dong  YU Xiang -juan  YIN Zong -ze
Abstract:Kinds of theoretical calculation of soft foundation under the negative pressure condition are introduced;and the settements are calculated by using the plane strain FEM.In the computation,the rhcology and damage due to construction disturbance of soft soil is considered.The calculated results are quite argee with the in-situ measured data.The calculated method is reasonable.
Keywords:vacuum preloading  plane strain FEM  creep  damage  consolidation
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