Determination and application of shear strength parameters of bedding landslide of Lanzou-Yongjing Highway | |
Ma, Jin-Lian1,2; Zhu, Yan-Peng3; Yang, Xiao-Yu3; Zhou, Xin-Hai3 | |
刊名 | Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
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2018-05-01 | |
卷号 | 40页码:118-123 |
关键词 | Geotechnical engineering Landslides Reinforcement Bedding landslides Deformation Characteristics Engineering applications Reinforcement design Rigid sliding Shear strength parameters Stability analysis Strength parameters |
ISSN号 | 10004548 |
DOI | 10.11779/CJGE2018S1019 |
英文摘要 | Bedding slope is formed in the excavation of cutting slope during construction of Lanzhou-Yongjing Highway, with K23+520 large bedding landslide being the most typical. Due to the importance of shear strength parameters of rock and soil in the slope stability and support design, in order to better realize the reinforcement design and stability analysis of similar slopes, taking K23+520 section of landslide as the research object, a method is put forward to determine the shear strength parameters of slip surface of bedding landslide with weak interlayer: for the landslide with a given location of slip surface, the failure conditions of the bedding landslide (critical height, local stability coefficient) and the deformation characteristic are combined to revise muttiple groups of strength shear parameters to meet the rigid sliding model step by step, the strength parameters satisfying the requirements of engineering application are obtained, and the results are used for the reinforcement design and stability analysis of similar slopes. This method is suitable for determining the strength parameters of the structural plane of K23+520 bedding landslide of Lanzhou-Yongjing Highway and other similar landslides, and it has a certain practical value in engineering. © 2018, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved. |
语种 | 中文 |
出版者 | Chinese Society of Civil Engineering |
内容类型 | 期刊论文 |
源URL | [http://ir.lut.edu.cn/handle/2XXMBERH/114582] ![]() |
专题 | 土木工程学院 |
作者单位 | 1.Lanzhou Institute of Seismology, Lanzhou; 730000, China; 2.Key Laboratory of Loess Earthquake Engineering, Lanzhou; 730000, China; 3.School of Civil Engineering of Lanzhou University of Technology, Lanzhou; 730050, China |
推荐引用方式 GB/T 7714 | Ma, Jin-Lian,Zhu, Yan-Peng,Yang, Xiao-Yu,et al. Determination and application of shear strength parameters of bedding landslide of Lanzou-Yongjing Highway[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2018,40:118-123. |
APA | Ma, Jin-Lian,Zhu, Yan-Peng,Yang, Xiao-Yu,&Zhou, Xin-Hai.(2018).Determination and application of shear strength parameters of bedding landslide of Lanzou-Yongjing Highway.Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,40,118-123. |
MLA | Ma, Jin-Lian,et al."Determination and application of shear strength parameters of bedding landslide of Lanzou-Yongjing Highway".Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering 40(2018):118-123. |
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