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Simulation of Stage Ezcavation and Stability Analysis for Stratified Rock Slope

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成果类型:
会议论文
作者:
Jiang Xueliang;Yang Hui;Meng Zhuochao
作者机构:
School of Civil Engineering, HuNan City University, YiYang 413000, China School of Resource and safe
School of Resource and safety Engineering, Central South University, ChangSha 410083, China
School of Civil Engineering, HuNan City University, YiYang 413000, China
语种:
英文
关键词:
stratified rock slope;simulation of stage ezcavation;elasto-plastic finite element method of lowing material's strength;slope integrity stability analysis
年:
2010
页码:
791-797
会议名称:
The 3rd International Symposium on Modern Mining & Safety Technology Proceedings(第三届现代采矿与安全技术国际学术会议)
会议论文集名称:
The 3rd International Symposium on Modern Mining & Safety Technology Proceedings(第三届现代采矿与安全技术国际学术会议)论文集
会议时间:
2008-08-04
会议地点:
辽宁阜新
会议赞助商:
辽宁工程技术大学<&wdkj&>澳大利亚昆士兰大学<&wdkj&>中国国家自然科学基金委员会
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
The slope stage excavation process is: (i) excavating the first part of the slope rock and exerting rock bolting and concrete shotcrete layer (ii) excavating the second part and exerting the second layer rock bolting and concrete shot-crete layer. The next construction process is the same as the upper step. In this article, the bolting is simulated with onedimension axial bar, the joint is simulation by no thickness Goodman element, the effect of blasting is calculated using dynamic stress method, the slope stability safety factor derives from using elastoplastic finite element method of lowin...

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