Mechanism of Interaction between Anchored Slide-Resistant Piles and Landslides with Weak-Hard Interbedded Bedrock  

作　　者：Guihua Wang Changdong Li Xin He Taijiang Chen Jie Meng Wenmin Yao Yongquan Zhang Huawei Zhang 

机构地区：[1]Faculty of Engineering,China University of Geosciences,Wuhan,430074,China [2]Badong National Observation and Research Station of Geohazards,China University of Geosciences,Wuhan,430074,China [3]School of Civil Engineering,Zhengzhou University,Zhengzhou,450001,China

出　　处：《Journal of Earth Science》2024年第6期2163-2168,共6页地球科学学刊（英文版）

基　　金：supported by the National Key R&D Program of China(Nos.2017YFC1501304 and 2018YFC1507200);the National Natural Science Foundation of China(Nos.42090054,41922055,41931295,42107181);the Key Research and Development Program of Hubei Province of China(No.2020BCB079);the Fundamental Research Funds for the Central Universities,China University of Geosciences(Wuhan)(No.CUGGC09);the Research Project of China Three Gorges Corporation(No.2019073)。

摘　　要：0 INTRODUCTION Landslides occur globally and frequently,which often cause huge casualties and property losses(Cui et al.,2021).Therefore,landslide prevention is critical and challenging.Anchored slide-resistant piles are an effective support structure for a landslide with a thick sliding mass or strong thrust(Kang et al.,2009).

关 键 词：LANDSLIDE bedded rock 

分 类 号：P642.22[天文地球—工程地质学]