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川藏公路然乌-鲁朗段冰碛高边坡稳定性分析
引用本文:袁广祥,曾庆利,尚彦军,史永跃. 川藏公路然乌-鲁朗段冰碛高边坡稳定性分析[J]. 地质灾害与环境保护, 2007, 18(4): 47-51
作者姓名:袁广祥  曾庆利  尚彦军  史永跃
作者单位:中国科学院工程地质力学重点实验室,北京,100029;中国科学院工程地质力学重点实验室,北京,100029;中国科学院工程地质力学重点实验室,北京,100029;中国科学院工程地质力学重点实验室,北京,100029
基金项目:国家重点基础研究发展计划(973计划)
摘    要:在帕隆藏布北岸的川藏公路上,有许多冰碛高陡切坡.这些冰碛切坡具有独特的结构力学特征,其几何形态(高度与坡度的组合值)不同于一般经验值的范围.根据其物理力学性质,采用圆弧法对边坡进行稳定性分析,取得了与实际相符的结果.

关 键 词:冰碛  高切坡  结构力学特征  稳定性分析
文章编号:1006-4362(2007)04-0047-05
收稿时间:2007-06-01
修稿时间:2007-09-07

STABILITY ANALYSIS OF HIGH MORAINE SLOPES IN RANWU TO LULANG SECTION OF SICHUAN-TIBET HIGHWAY
YUAN Guang-xiang,ZENG Qing-li,SHANG Yan-jun,SHI Yong-yue. STABILITY ANALYSIS OF HIGH MORAINE SLOPES IN RANWU TO LULANG SECTION OF SICHUAN-TIBET HIGHWAY[J]. Journal of Geological Hazards and Environment Preservation, 2007, 18(4): 47-51
Authors:YUAN Guang-xiang  ZENG Qing-li  SHANG Yan-jun  SHI Yong-yue
Abstract:There are many moraine slopes which are high and steep along the north bank of Purlung Tsangpo River because of construction of Sichuan-Tibet Highway. Their character of structure and mechanics is specific, and the acknowledgement of the combination of cut-slope height and angle is broadened. The arc method is applied to analyze stability of the slopes, and the outcome accord with the fact.
Keywords:moraine   high cut-slopes   character of structure and mechanics   stability analysis
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