Evaluation of anti-frost heave ability via replacement of ground soil based on generalized strength criterion
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Evaluation of anti-frost heave ability via replacement of ground soil based on generalized strength criterion
Vol. 24, Issue 5, (2003)
作者机构:
大连理工大学工程力学系 工业装备结构分析重点实验室,辽宁,大连,116024
作者简介:
基金信息:
DOI:
CLC:TU471+.7
Online First:19 August 2014,
Published:2003
稿件说明:
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LI Hong-sheng, YANG Hai-tian, LIU Zeng-li, et al. Evaluation of anti-frost heave ability via replacement of ground soil based on generalized strength criterion[J]. 2003, 24(5).
DOI:
LI Hong-sheng, YANG Hai-tian, LIU Zeng-li, et al. Evaluation of anti-frost heave ability via replacement of ground soil based on generalized strength criterion[J]. 2003, 24(5).DOI:
Evaluation of anti-frost heave ability via replacement of ground soil based on generalized strength criterion
a new method is presented to evaluate the ability of anti–frost-heave ability via the replacement of ground soil. Compared with the conventional methods
the criterion proposed is more reasonable since more factors are taken into account. The frost-heave force is considered as a kind of external load
and the defects of frozen soil are treated as cracks. The toughness of frozen soil
as an important factor
is introduced in the new criterion. A numerical example of a retaining wall is given to analyze the stability and strength before and after replacement.