中国工程科学2011，Vol.13Issue(11)：89-93,101,6.
深厚表土层冻结壁厚度计算方法研究
Research progress of the frozen wall thickness in deep alluvium
沈慰安 1王建州1
作者信息
- 1. 中煤第五建设有限公司,江苏徐州 221000
- 折叠
摘要
Abstract
According to the problem of design theory laging behind engineering application, with the thickness increasing of deep alluvium for the freezing shaft-sinking engineering, the frozen wall is regarded as homogeneous and isotropic thick wall cylinder while designing and calculating, and the calculate results based on the elastic ' and elastic-plastic theory can't apply to the freezing shaft-sinking engineering in the future. In this paper, frozen wall thickness design theory of the present research situation and the existing problems were summarized. The radial creep displacement of heterogeneous frozen wall will reduce 25 % ~ 30 % when the homogeneous frozen wall, so the bearing capacity and deformation performance of frozen wall can befully used and the thickness of frozen wall can be reduced efficiently.关键词
冻结壁/深厚表土层/分层计算模型/粘弹性Key words
frozen wall/deep alluvium/radial delimitation model/viscoelastic分类
矿业与冶金引用本文复制引用
沈慰安,王建州..深厚表土层冻结壁厚度计算方法研究[J].中国工程科学,2011,13(11):89-93,101,6.
