中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Research on Gradual Deformation and Fracture Mechanism of Landslide by Model Test

文献类型:会议论文

作者Wang, Yonggang1,2,3; Ren, Weizhong4; Ding, Wenqi1,2
出版日期2012
会议日期OCT 20-21, 2012
会议地点China Three Gorges Univ, Yichang, PEOPLES R CHINA
关键词geotechnical engineering landslide gradual deformation and fracture mechanism model test
卷号594-597
DOI10.4028/www.scientific.net/AMR.594-597.303
页码303
英文摘要To study the gradual deformation and fracture mechanism of landslide, taking Han Jiaya landslide as the prototype, the laboratorial geo-mechanical model test with geometric similarity ratio 1:200 was carried out with several different materials to simulate corresponding rock layers and structure. By applying the digital close range photogrammetry, the deformation and fracture mechanism of the landslide under natural and excavating conditions are deeply analyzed. Comparing the results of model test with field monitoring analysis, the model test can quantitatively and qualitatively analyze the deformation and failure mechanism of the landslide by relatively accurate means. The landslide has been in good condition since this controlling engineering was completed several years ago. The study results provide an effective scientific basis for the prevention and treatment of the landslide.
源文献作者Wang, LH ; Xu, G
会议录ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Engineering
WOS记录号WOS:000319084400059
源URL[http://119.78.100.198/handle/2S6PX9GI/4705]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位1.Tongji Univ, Dept Geotech Engn ;
2.Tongji Univ, Minist Educ, Key Lab Geotechn & Underground Engn ;
3.Survey & Design Inst CO LTD, Gansu Prov Transportat Planning ;
4.Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Wang, Yonggang,Ren, Weizhong,Ding, Wenqi. Research on Gradual Deformation and Fracture Mechanism of Landslide by Model Test[C]. 见:. China Three Gorges Univ, Yichang, PEOPLES R CHINA. OCT 20-21, 2012.

入库方式: OAI收割

来源:武汉岩土力学研究所

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