Citation: | LIU Yan, NIE Shu-min, LIU Tao. Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 400-403. DOI: 10.11779/CJGE2014S2070 |
[1] |
刘 燕. 地铁换乘枢纽后建车站施工影响研究[D]. 上海:同济大学, 2007. (LIU Yan. Study on construction influence of station built behind the metro transfer hub[D]. Shanghai: Tongji University, 2007. (in Chinese))
|
[2] |
王洪新. 基坑施工对紧邻的正在运营的地铁车站的影响及其相应的变形控制技术研究[D]. 上海: 同济大学, 2003. (WANG Hong-xin. Influence for the construction of foundation pit to adjacent metro station being operated and study of its corresponding deformation control technology[D]. Shanghai: Tongji University, 2003. (in Chinese))
|
[3] |
王毅斌. 平行换乘节点车站变形控制研究[D]. 上海: 同济大学, 2005. (WANG Yi-bin. Deformation control study of parallel transfer node station[D]. Shanghai: Tongji University, 2005. (in Chinese))
|
[4] |
董海斌. 平行地铁车站施工中的相互影响研究[D]. 上海: 同济大学, 2004. (DONG Hai-bin. Study of interaction in the construction of parallel metro station[D]. Shanghai: Tongji University, 2004. (in Chinese))
|
[5] |
章 光, 朱维申. 参数敏感性分析与试验方案优化[J]. 岩土力学, 1993, 14(1): 51-58. (ZHANG Guang, ZHU Wei-shen. Parameter sensitivity analysis and test scheme optimization[J]. Rock and Soil Mechanics, 1993, 14(1): 51-58. (in Chinese))
|
[6] |
朱维申, 章 光. 节理岩体参数对围岩破损区影响的敏感性分析[J]. 地下空间, 1994, 14(1): 11-12. (ZHU Wei-shen, ZHANG Guang. Sensitivity analysis of jointed rock parameter to influence of surrounding rock damaged area[J]. Underground Space, 1994, 14(1): 11-12. (in Chinese))
|
1. |
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