中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Seismic Dynamic Response Regularity of Two Different Types of Subgrade Retaining Walls

文献类型:会议论文

作者Wei Zhong(钟卫) ; Tao Yang
出版日期2011
会议名称Proceedings of the Third International Conference on Transportation Engineering
会议日期2011
会议地点四川成都
关键词highway subgrade retaining wall seismic dynamic response regularity
通讯作者Wei Zhong(钟卫)
中文摘要
Using numerical simulation method, dynamic response regularity of highway roadbed retaining wall under the action of earthquake is simulated. Calculation model is established with reference to the basic size of anti‐seismic retaining wall. The seismic dynamic response characteristics of two different types retaining walls using to strengthen highway roadbed which include upright retaining wall, inclined retaining wall and balance weight retaining wall is calculated. Their seismic efficiency is compared and some regular conclusions are reached.
英文摘要
Using numerical simulation method, dynamic response regularity of highway roadbed retaining wall under the action of earthquake is simulated. Calculation model is established with reference to the basic size of anti‐seismic retaining wall. The seismic dynamic response characteristics of two different types retaining walls using to strengthen highway roadbed which include upright retaining wall, inclined retaining wall and balance weight retaining wall is calculated. Their seismic efficiency is compared and some regular conclusions are reached.
收录类别SCI ; EI
合作状况国内
会议主办者ACSE
会议录Seismic Dynamic Response Regularity of Two Different Types of Subgrade Retaining Walls. ICTE 2011
学科主题灾害学
语种英语
ISBN号978-0-7844-1184-1
源URL[http://192.168.143.20:8080/handle/131551/3634]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
推荐引用方式
GB/T 7714
Wei Zhong,Tao Yang. Seismic Dynamic Response Regularity of Two Different Types of Subgrade Retaining Walls[C]. 见:Proceedings of the Third International Conference on Transportation Engineering. 四川成都. 2011.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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