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冻土斜坡的热融滑塌变形破坏机制分析与评估
引用本文:付小兵,傅荣华,夏克勤. 冻土斜坡的热融滑塌变形破坏机制分析与评估[J]. 水土保持研究, 2006, 13(1): 243-244,268
作者姓名:付小兵  傅荣华  夏克勤
作者单位:成都理工大学 成都 610059
摘    要:
通过对冻土的分布特征、物理力学特性与典型热融滑塌路段的研究,分析了冻土产生热融滑塌破坏的机制,进而对冻土斜坡进行稳定性计算和预测,最后提出一些处理措施。

关 键 词:冻土  热融滑塌  破坏机制  稳定性
文章编号:1005-3409(2006)01-0243-02
收稿时间:2005-04-06
修稿时间:2005-04-06

The Destroying Mechanism under Thaw Slumping Distortion and Evaluation of Stability of the Frozen Soil Slope
FU Xiao-bing,FU Rong-hua,XIA Ke-qin. The Destroying Mechanism under Thaw Slumping Distortion and Evaluation of Stability of the Frozen Soil Slope[J]. Research of Soil and Water Conservation, 2006, 13(1): 243-244,268
Authors:FU Xiao-bing  FU Rong-hua  XIA Ke-qin
Affiliation:Chengdu University of Technology, Chengdu 610059, China
Abstract:
Based on the research of distributing characteristic,mechanical characteristic and typical thaw slumping road under frozen soil,the destroying mechanism under the thaw slumping distortion is analyzed,at the same time,the calculation of stability and forecast of the frozen soil slope are given,finally,the disposal measure is brought forward.
Keywords:frozen soil  thaw slumping  destroying mechanism  stability
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