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略阳凤凰山滑坡稳定性分析研究
引用本文:毛新虎,胡夏嵩,毛彦龙.略阳凤凰山滑坡稳定性分析研究[J].青海大学学报,2003,21(1):24-28.
作者姓名:毛新虎  胡夏嵩  毛彦龙
作者单位:[1]山西省交通科学研究院,山西太原030006 [2]青海大学,青海西宁810016 [3]长安大学,陕西西安710054
基金项目:中国国土资源大调查项目 (ZL 10 2 992 12 0 41)
摘    要:在分析凤凰山斜坡变形的基础上,分别采用二维弹塑性有限元与刚体权限平衡法从两个方面分析和计算了该滑坡的稳定状态,得出该滑坡存在较多的破坏区,处于不稳定到基本稳定状态,需要采取各种措施进行治理。

关 键 词:陕西  略阳县  凤凰山  工程地质学  滑坡  稳定性  稳定状态  二维弹塑性有限元法  刚体极限平衡法
文章编号:1006-8996(2003)01-0024-05
修稿时间:2002年11月6日

Stability analysis and investigation for Fenghuang Mountain's landslide in Lueyang city
MAO Xin-hu ,HU Xia-song ,MAO Yan-long.Stability analysis and investigation for Fenghuang Mountain''''s landslide in Lueyang city[J].Journal of Qinghai University(Natural Science),2003,21(1):24-28.
Authors:MAO Xin-hu    HU Xia-song  MAO Yan-long
Institution:MAO Xin-hu 1,2,HU Xia-song 3,MAO Yan-long 2
Abstract:In order to estimate the stability of Fenghuang Mountain's landslide,analyzes and calculates the stability of the landslide from two aspects by using two-dimension limited system of elasticity and plasticity and limited equilibrium method.Through calculating by using two methods,it concludes that there is a lot of destroying part in the landslide,and the stable state of the landslide is in a shaky stability to basic steadiness.It needs taking measures to bring it under control.
Keywords:landslide  stability  limited system  limited equilibrium method  
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