首页 | 本学科首页   官方微博 | 高级检索  
     检索      

岩质边坡稳定性分析中地震波理论的应用研究
引用本文:杜晓丽,戴俊,魏京胜,宋宏伟.岩质边坡稳定性分析中地震波理论的应用研究[J].三峡大学学报(自然科学版),2009,31(2):55-58.
作者姓名:杜晓丽  戴俊  魏京胜  宋宏伟
作者单位:1. 中国矿业大学,江苏,徐州,221008;深部岩土力学与地下工程国家重点实验室,江苏,徐州,221008
2. 西安科技大学,西安,710054
3. 中国矿业大学,江苏,徐州,221008
基金项目:国家重点基础研究发展规划(973计划) 
摘    要:基于地震波通过结构面时的反射折射理论,探讨位移反射系数与地震波入射角的关系,建立一定条件下边坡稳定性的地震波入射角判据;同时认为,当前常用的莫尔强度准则不适合作为地震荷载作用下岩体破坏的判断依据,并针对地震荷载对莫尔强度准则进行修正.

关 键 词:岩质边坡  软弱夹层  结构面  地震荷载  边坡稳定

Application of Seismic Wave Theory to Analysis of Rock Slope Stability
Du Xiaoli,Dai Jun,Wei Jingsheng,Song Hongwei.Application of Seismic Wave Theory to Analysis of Rock Slope Stability[J].Journal of China Three Gorges University(Natural Sciences),2009,31(2):55-58.
Authors:Du Xiaoli  Dai Jun  Wei Jingsheng  Song Hongwei
Institution:Du Xiaoli Dai Jun Wei Jingsheng Song Hongwei (1. School of Architectural Engineering, China Univ. of Mining & Technology, Xuzhou 221008, China; 2. Xi'an Univ. of Science & Technology, Xi'an 710054, China; 3. State Key Laboratory of Deep Geotechnical Mechanics & Underground Engineering, Xuzhou 221008, China)
Abstract:Based on the refraction and reflection theory of seismic wave through the weak interface, the relation between reflection coefficient and incident angle of earthquake wave is discussed; and the instability criterion of slope affected by incident angle of seismic wave under certain conditions is put forward. It is pointed out that Mohr's strength criterion is not suitable for failure criterion of rocks under seismic loading; and the modification of Mohr's strength criterion is proposed according to the mechanical properties of seismic loadings.
Keywords:rock slope  weak sandwich  weak imerface  seismic loading  slope stability
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号