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The engineering application of new method for calculating seismic active earth pressure of soil-nailing retaining structures
Wang, Yong Sheng1; Wu, Li Hua2
2014
会议日期March 8, 2014 - March 9, 2014
会议地点Zhuhai, China
关键词Earthquakes Pressure distribution Retaining walls Soils Supports Earthquake ground motions Engineering applications Practical engineering Retaining structure Seismic active-earth pressures Seismic coefficient Soil-nailing Supporting structure
卷号915-916
DOI10.4028/www.scientific.net/AMR.915-916.86
页码86-89
英文摘要Based on the method for calculating seismic active earth pressure of soil-nailing retaining structures literature [1], the effect of horizontal seismic coefficient on seismic active earth pressure and the most dangerous sliding are analyzed in connection with practical engineering projects, and compared with the result which is not considered the seismic action. Results show that The existence of soil nails can effectively reduce the lateral pressure of supporting structures under earthquake ground motions and make the sliding surface slowly move to the wall back; Increased along with the height of soil nailing wall;With the increase of the height of soil nailing wall,facing wall the sliding movement amplitude increase under the action of earthquake, and the soil nail length is growing. © (2014) Trans Tech Publications, Switzerland.
会议录Advanced Materials Research
会议录出版者Trans Tech Publications
语种英语
ISSN号10226680
内容类型会议论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/117811]  
专题兰州理工大学
作者单位1.Lan Zhou University of Technology, GanSu Lanzhou 730050, China;
2.Northwest Reserch Institute Co.,Ltd of C.R.E.C, GanSu Lanzhou 730050, China
推荐引用方式
GB/T 7714
Wang, Yong Sheng,Wu, Li Hua. The engineering application of new method for calculating seismic active earth pressure of soil-nailing retaining structures[C]. 见:. Zhuhai, China. March 8, 2014 - March 9, 2014.
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