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Volume 52 Issue 7
Oct.  2022
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JIANG Yi, WANG Gang, REN Xiaoguang, YANG Jingming, HU Junjie. Case Study of Karst Foundation Treatment for a Foundation Pit Project in Shenzhen[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 204-207. doi: 10.13204/j.gyjzg21043008
Citation: JIANG Yi, WANG Gang, REN Xiaoguang, YANG Jingming, HU Junjie. Case Study of Karst Foundation Treatment for a Foundation Pit Project in Shenzhen[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 204-207. doi: 10.13204/j.gyjzg21043008

Case Study of Karst Foundation Treatment for a Foundation Pit Project in Shenzhen

doi: 10.13204/j.gyjzg21043008
  • Received Date: 2021-04-30
    Available Online: 2022-10-28
  • Shenzhen is a karst-prone city in China. The karsts are mainly developed in the eastern region and are mainly covered karsts. The poor engineering geological conditions have brought many unfavorable conditions to the construction projects. In order to analyze the technology of karst foundation treatment in Shenzhen, foundation pit project in Shenzhen was taken as an example. First, the karst geological development of the project site was comprehensively analyzed through detailed geotechnical engineering survey, geological drilling and geophysical exploration. Then, the method of using high-pressure grouting was proposed for karst cave treatment. The overall foundation adopted CFG pile composite foundation + raft foundation to jointly exert the bearing effect of CFG pile and soil between piles, so as to improve the bearing capacity of the karst formation.
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  • [1]
    付宇. 城市岩溶空间分布规律及塌陷风险评价研究:以深圳某区为例[D]. 郑州:华北水利水电大学, 2019.
    [2]
    杜海龙,贺茉莉,罗小斌,等. 岩溶地区某广场钻孔灌注桩基础补强加固设计与新技术[J]. 中国岩溶,2019, 38(4):130-136.
    [3]
    朱国鹏,杨桦,唐波,等. 溶岩地层桩基施工诱发既有建筑沉降病害处治案例分析[J]. 浙江建筑,2020, 37(5):41-46

    , 51.
    [4]
    姜燕,杨光华,黄忠铭,等. 复杂岩溶场地下的高层建筑地基处理[J]. 岩土力学,2015,36(增刊1):430-438.
    [5]
    曹贤发,刘玉康,刘之葵,等. 基于强溶蚀带特征的地基岩溶发育程度评价方法[J]. 中国岩溶, 2020, 39(4):577-583.
    [6]
    刘希亮,武文龙,郭佳奇. 隧道防突水岩体的破坏模式、特征及预警判识[J]. 工业建筑,2020, 50(1):109-117

    , 183.
    [7]
    韩建强,李伟科,黄俊光,等. 岩溶地区复合地基承载力的计算[J]. 工业建筑,2019, 49(3):132-140.
    [8]
    唐红,周峥嵘. 岩溶地区复杂地基处理及不均匀沉降控制研究[J]. 施工技术,2013, 42(15):93-95.
    [9]
    刘之葵,刘宝臣,曹平. 岩溶地区岩土工程技术现状评述[J]. 地下空间与工程学报,2007, 3(3):578-582

    , 586.
    [10]
    蒋继昭. 柳州至桂林高速公路西河大桥2号墩溶洞稳定性评价与容许承载力的确定[J]. 广西交通科技,1995(5):29-31.
    [11]
    王建秀,杨立中,刘丹,等. 覆盖型无充填溶洞薄顶板塌陷稳定性研究[J]. 中国岩溶,2000, 19(1):65-72.
    [12]
    沈清林. 旋喷桩在多溶洞地基中的应用[J]. 福建建筑高等专科学校学报,2001, 3(3):80-82.
    [13]
    李忠铭. 强岩溶发育区某些岩土工程问题——桂林市岩土工程的部分总结(三)[J]. 桂林工学院学报,2003, 23(4):426-434.
    [14]
    陈忠平. 岩溶区路基塌陷防治的灌浆技术[J]. 冶金矿山设计与建设,2001, 33(3):41-44.
    [15]
    林鲁生,徐礼华,唐恩斯,等. 岩溶地区高层建筑地基基础设计与施工[M]. 北京:科学出版社, 2017.
    [16]
    蒙彦,郑小战,雷明堂,等. 珠三角地区岩溶分布特征及发育规律[J]. 中国岩溶,2019, 38(5):746-751.
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