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Volume 34 Issue suppl
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MA Chi, LIU Guo-nan. Design of large and deep excavation in underconsolidated soils in reclaimed areaof Shenzhen Airport[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 536-541.
Citation: MA Chi, LIU Guo-nan. Design of large and deep excavation in underconsolidated soils in reclaimed areaof Shenzhen Airport[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 536-541.
shu

Design of large and deep excavation in underconsolidated soils in reclaimed areaof Shenzhen Airport

  • (Shengzhen Research and Design Institute of China Academy of Railway Sciences, Shenzhen 100081, China)

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  • Received Date: November 12, 2012
  • Published Date: November 12, 2012
    Graphical Abstract
    • Abstract
  • The excavation of deep foundation pits in underconsolidated soils has been a problem in the field of geotechnical engineering. Based on the excavation of rail transport hub of Shenzhen Airport, the excavation difficulties and countermeasures in soft soils are analyzed piles. The supporting scheme of interlocking anchors, and cables is introduced. The increase law of consolidation of silt is adopt to estimate its strength. Combine with the stresses of anchors and cables the finite element analysis is performed. The monitoring results show that the calculated results agree with the measured ones. The safety and rationality of the supporting design are validated.|
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    • References (9)
  • [1]
    王卫东, 吴江斌, 黄绍铭. 上海地区建筑基坑工程的新进展与特点[J]. 地下空间与工程学报, 2005, 1(4): 547–553. (WANG Wei-dong, WU Jiang-bin, HUANG Shao-ming. Recent progress and characteristic of pit foundation in Shanghai[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 547–553. (in Chinese))
    [2]
    中国铁道科学研究院深圳研究设计院. 深圳机场新航站区轨道交通枢纽围护结构设计文件[R]. 深圳: 中国铁道科学研究院深圳研究设计院, 2008. (Shenzhen Research and Design Institute of China Academy of Railway Sciences. Shenzhen project design of the excavation supporting of Xiangjiang Time Plaza near the metro[R]. Shenzhen: Shenzhen Research and Design institute of China Academy of Railway Sciences, 2004. (in Chinese))
    [3]
    林孔锱. 地基单向和三向排水固结与强度增长的计算及其实际观测[J]. 岩土工程学报, 1987, 9(1): 87–98. (LIN Kong-zi. Computation and measurement of settement and strength increase of subsoils due to one and three dimensional consolidation[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(1): 87–98. (in Chinese))
    [4]
    齐永正, 赵维炳. 排水固结加固软基强度增长理论研究[J].水利水运工程学报, 2008(2): 78–83. (QI Yong-zheng, ZHAO Wei-bing. Drainage consolidation of soft foundation reinforcement strength increasing theory research[J]. Hydro-Science and Engineering, 2008(2): 78–83. (in Chinese))
    [5]
    胡亚元, 陈云敏. 本构模型与软黏土强度增长的关系研究[J]. 浙江大学学报(工学版), 2004, 38(6): 731–735. (HU Ya-yuan, CHEN Yun-min. Research on correlation between soil model and shear streagth gain in staged construstion[J]. Journal of Zhejiang University (Engineering Science), 2004, 38(6): 731–735. (in Chinese))
    [6]
    孔德金, 苗中海. 软黏土抗剪强度增长规律[J]. 岩土工程学报, 1999, 21(6): 757–759. (KON G De-jin, MIAO Zhong-hai. The regularity ofshear st rength increment fo r soft soil[J]. Chinese Journal of Geotechnical Engineering, 1999, 20(6): 757–59. (in Chinese))
    [7]
    魏汝龙. 软黏土的强度与变形[M]. 人民交通出版社, 987. (WEI Ru-long. The strength and deformation of soft clay[M]. Beijing: China Communications Press, 1987. (in Chinese))
    [8]
    沈珠江. 软土工程特性和软土地基设计[J]. 岩土工程学报, 1998, 20(1): 100–111. (SHEN Zhu-jiang. Engineering properties of soft soils and design of soft ground[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1): 100–111. (in Chinese))
    [9]
    JTJ250—98 港口工程地基规范[S]. 1998 (JTJ250—98 Code for soil foundations of port engineering[S]. 1998. (in Chinese))
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