|本期目录/Table of Contents|

[1]马海涛,王云海.特大黄土滑坡事故责任认定中的岩土力学问题*[J].中国安全生产科学技术,2009,5(6):43-47.
 MA Hai tao,WANG Yun hai.Problems of rocksoil mechanics on responsibility cognizance of great loess landslide[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2009,5(6):43-47.
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特大黄土滑坡事故责任认定中的岩土力学问题*()
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
5
期数:
2009年6
页码:
43-47
栏目:
出版日期:
2009-12-31

文章信息/Info

Title:
Problems of rocksoil mechanics on responsibility cognizance of great loess landslide
文章编号:
1673-193X(2009)-06-0043-05
作者:
马海涛王云海
中国安全生产科学研究院
Author(s):
MA Haitao WANG Yunhai
China Academy Of Safety Science And Technology
关键词:
黄土滑坡极限平衡数值模拟
Keywords:
loess landslide limiting equilibrium numerical simulation
分类号:
X936
DOI:
-
文献标志码:
A
摘要:
在滑坡影响因素研究的基础上,采用极限平衡和数值模拟的方法分析了西部某矿山特大黄土滑坡灾害的发生机理,认为此次滑坡是在断层和地下开采等不利条件下,由大气集中降水诱发黄土湿陷形成的推移式滑坡,与管线漏水形成的“过湿带”不构成直接因果关系,为事故责任认定,解决矛盾纠纷提供了理论依据。
Abstract:
Based on the study of influencing factor of landslide, the limiting equilibrium method and numerical simulation method were used to analysis the evolutive mechanism of a Great Loess Landslide, which happened in some mine in west China. It was reckoned as a driving mode landslide, affected by the disadvantages of fault and underground mining, caused by a mass of rainfall and the watercollapse character of loess, and had no direct relationship with the ‘overwet zone engendered by the pipe leaking. It provides technical referrence for responsibility cognizance of the landslide disaster and the solution of conflict.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2009-10-08作者简介:马海涛,男,博士,工程师。*基金项目:国家“十一五”科技支撑计划课题(编号:2007BAK24B01-5)
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