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Volume 35 Issue zk2
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LIANG Zhi-rong, LI Zhong-cheng, WENG Xin-rong. Influence of vacuum preloading of soft soil foundation on deformation of surrounding environment[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 744-748.
Citation: LIANG Zhi-rong, LI Zhong-cheng, WENG Xin-rong. Influence of vacuum preloading of soft soil foundation on deformation of surrounding environment[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 744-748.
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Influence of vacuum preloading of soft soil foundation on deformation of surrounding environment

  • Shanghai Shenyuan Geotechnical Engineering Co., Ltd., Shanghai 200040, China

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  • Received Date: July 16, 2013
  • Published Date: November 24, 2013
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    • Abstract
  • The vacuum preloading tests on engineering site formation of Shanghai Disneyland park are systematically introduced. The test results of surface settlement, layered sedimentation and pore water pressure are summarized and analyzed. On such a basis, the influences on the surrounding environment of settlement deformation and lateral displacement in the vacuum preloading tests are obtained. The results show that in the soft-land area, the vacuum preloading can achieve good effect in large-area foundation treatment, and the engineering requirements are meeted.
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    • References (6)
  • [1]
    刘汉龙, 李 豪, 彭 劼, 等. 真空—堆载联合预压加固软基室内试验研究[J]. 岩土工程学报, 2004, 26(1): 145-149. (LIU Han-long, LI Hao, PENG Jie, et al. Laboratory test on vacuum preloading combined with surcharge[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 145-149. (in Chinese))
    [2]
    许海岩, 谢 非, 王占东. 真空堆载预扭法软基处理与插板深度的关系[J]. 地下空间与上程学报, 2011, 7(增刊1): 1529-1532. (XU Hai-yan, XIE Fei, WANG Zhan-dong. Relation between soft soil treatment by vacuum stack-load preloading method and depth of plastic drainage board[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(S1): 1529-1532. (in Chinese))
    [3]
    温晓贵, 朱建才, 龚晓南. 真空堆载联合预压加固软基机理的试验研究[J]. 土工基础, 2010, 24(3): 71-74. (WEN Xiao-gui, ZHU Jian-cai, GONG Xiao-nan. Experimental study onmechanism of reinforcing soft foundation of bridge head by vacuum combined with surcharge preloading[J]. Industrial Architecture, 2010, 24(3): 71-74. (in Chinese))
    [4]
    谢 非, 肖 策, 王占东. 塑料排水板堆载预扭法在软基处理中的应用[J]. 地下空间与上程学报, 2011, 7(增刊1): 1542-1548. (XIE Fei, XIAO Ce, WANG Zhan-dong. Application of plastic dewatering board of preloading method in soft subgrade treatment[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(S1): 1542-1548. (in Chinese))
    [5]
    龚晓南. 地基处理手册[M]. 3版. 北京: 中国建筑工业出版社, 2008. (GONG Xiao-nan. Foundation treatment manual[M]. 3 rd ed. Beijing: China Architecture and Building Press, 2008. (in Chinese))
    [6]
    于海成, 席宁中, 李业龙. 真空联合堆载预压处理大面积软上地基变形规律及分析[J]. 建筑科学, 2009, 25(3): 145-149. (YU Hai-cheng, XI Ning-zhong, LI Ye-long. Analysis on deformation law of super soft foundation under vacuum combined surcharge preloading[J]. Building Science, 2009, 25(3): 145-149. (in Chinese)
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