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WANG Wei-dong, LI Yong-hui, WU Jiang-bin. Reply to discussion on “Field loading tests on large-diameter and super-long bored piles of Shanghai Center Tower”[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1167-1168.
Citation: WANG Wei-dong, LI Yong-hui, WU Jiang-bin. Reply to discussion on “Field loading tests on large-diameter and super-long bored piles of Shanghai Center Tower”[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1167-1168.

Reply to discussion on “Field loading tests on large-diameter and super-long bored piles of Shanghai Center Tower”

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  • Published Date: June 19, 2012
  • [1]
    王卫东 , 翁其平 , 吴江斌 . 上海世博 500 kV 地下变电站超深抗拔桩的设计与分析 [J]. 建筑结构 , 2007, 37 (5): 107 – 110. (WANG Wei-dong, WENG Qi-ping, WU Jiang-bin. Design and analysis of the deep substructures uplift piles in the project of Shanghai World Exposition 500 kV Underground Electric Substation[J]. Building Structure, 2007, 37 (5): 107 – 110. (in Chinese) )
    [2]
    王卫东 , 黄茂松 , 王建华 , 等 . 深层开挖条件下抗拔桩的工作性状和计算方法研究报告 [R]. 上海 : 华东建筑设计研究院有限公司 , 2008. (WANG Wei-dong, HUANG Mao-song, WANG Jian-hua, et al. Working properties and calculation methods of pile under deep excavation[R]. Shanghai: East China Architecture Design & Research Institute Co. Ltd, 2008. (in Chinese) )
    [3]
    王卫东 , 吴江斌 . 深开挖条件下抗拔桩分析与设计方法 [J]. 建筑结构学报 , 2010, 31 (5): 202 – 208. (WANG Wei-dong, WU Jiang-bin. Design and analysis of uplift pile under deep excavation[J]. Journal of Building Structures, 2010, 31 (5): 202 – 208. (in Chinese))
    [4]
    王卫东 , 吴江斌 , 翁其平 , 等 . 中央电视台新主楼基础设计 [J]. 岩土工程学报 , 2010, 32 ( 增刊 2): 253 – 258. (WANG Wei-dong, WU Jiang-bin, WENG Qi-ping, et al. Design of foundation of new CCTV building[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (S2): 253 – 258. (in Chinese))
    [5]
    王卫东 , 吴江斌 , 王向军 . 桩侧注浆抗拔桩的试验研究与工程应用 [J]. 岩土工程学报 , 2010, 32 ( 增刊 2): 284 – 289. (WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun. Full-scale tests and application of side-grouting uplift piles[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (S2): 284 – 289. (in Chinese))
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