Countermeasures and influences of deep excavations on retaining structures of existing high slopes
LEI Yong1, TANG Geng-chen2, HU Ming1
1. Department of Architectural Engineering, Logistical Engineering University of PLA, Chongqing 400041, China; 2. China Coal Technology & Engineering Group, Chongqing Design & Research institute, Chongqing 400016, China
Abstract:Based on an engineering example a 2-dimensional model is established by use of ANSYS. The countermeasures and influences of deep excavations on retaining structures of the existing high slopes are studied combining with experience of design and construction of slope engineering. This work mainly includes the distribution laws of stress and strain on the tunnel of high slopes with and without retaining structures as well as the countermeasures of retaining structures. It has important theoretical and practical significances.
雷用, 唐耿琛, 胡明. 深基坑对既有超限高边坡支挡结构影响及对策研究[J]. 岩土工程学报, 2014, 36(zk2): 348-353.
LEI Yong, TANG Geng-chen, HU Ming. Countermeasures and influences of deep excavations on retaining structures of existing high slopes. Chinese J. Geot. Eng., 2014, 36(zk2): 348-353.
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