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某公路边坡开挖卸荷变形研究
引用本文:易庆林,邓华锋,王乐华.某公路边坡开挖卸荷变形研究[J].地下空间与工程学报,2009,5(1).
作者姓名:易庆林  邓华锋  王乐华
作者单位:1. 三峡大学三峡库区地质灾害教育部重点实验室,湖北,宜昌,443002
2. 三峡大学土木水电学院,湖北,宜昌,443002
基金项目:三峡库区地质灾害教育部重点实验室(三峡大学)开放基金 
摘    要:采用传统的加载力学方法和卸荷岩体力学方法,利用数值计算对某公路高边坡开挖后的应力-应变进行了研究.比较两种计算方法算得的边坡位移,并与实际监测数据进行对比分析,验证了卸荷岩体力学方法在岩土体开挖边坡计算分析中的合理性.

关 键 词:边坡  卸荷  变形  监测

Study on Unloading Deformation of One Highway Slope
YI Qing-lin,DENG Hua-feng,WANG Le-hua.Study on Unloading Deformation of One Highway Slope[J].Chinese Journal of Underground Space and Engineering,2009,5(1).
Authors:YI Qing-lin  DENG Hua-feng  WANG Le-hua
Affiliation:1.China Three Gorges University Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;Yichang 443002;P.R.China;2.College of Civil & Hydropower Engineering;China Three Gorges University.Yichang 443002;P.R.China
Abstract:This paper simulated the relationships between stress and strain for an excavated highway slope with traditional mechanical methods and unloading rock mass mechanics methods.Then it compared the slope displacements with the two methods,and it also did comparative analysis with monitoring data.The results testified the rationality about unloading rock mass mechanics methods in calculation and analysis for excavated slope of rock and soil mass.
Keywords:slope  unloading  deformation  monitoring  
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