Volume 37 Issue 2
Apr.  2023
Turn off MathJax
Article Contents
Wang Xianneng, Li Zhibo. Engineering Geological Characteristics of Houhai Weathered Deep Trough in Shenzhen Bay Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(2): 161-167. doi: 10.3969/j.issn.1007-2993.2023.02.006
Citation: Wang Xianneng, Li Zhibo. Engineering Geological Characteristics of Houhai Weathered Deep Trough in Shenzhen Bay Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(2): 161-167. doi: 10.3969/j.issn.1007-2993.2023.02.006

Engineering Geological Characteristics of Houhai Weathered Deep Trough in Shenzhen Bay Area

doi: 10.3969/j.issn.1007-2993.2023.02.006
  • Received Date: 2022-05-16
  • Rev Recd Date: 2022-07-19
  • Publish Date: 2023-04-08
  • There are many weathered deep troughs in Shenzhen Bay area, among which Houhai weathered deep trough is the largest exposed at present, with a bottom depth of 175.9 m. The existence of weathered deep troughs causes trouble to pile foundation engineering. The development scale and geotechnical engineering characteristics of weathered deep trough were analyzed, and the characteristics of fracture development in weathered deep trough were emphatically discussed. The results show that the fracture zone is the controlling factor for the formation of weathering deep trough. The Shenzhen Bay area is intersected by the northeast Wuhua-Shenzhen fault zone and the northwest Shiziyang-Pearl River Mouth fault zone. The fracture bandwidth and fracture mechanical properties are both compressional and tensional, which are conducive to the propagation of weathering deep. The fully and strongly weathered rock in Houhai weathered deep trough are particularly deep and the strength of weathered rock is low.

     

  • loading
  • [1]
    周炳桦. 海底隧道穿越风化槽段突水机理及风险评价[D]. 济南: 山东大学, 2019.
    [2]
    郑万模. 长江三峡三斗坪坝址深风化槽形成机制探讨[J]. 地质灾害与环境保护,1995,6(2):46-49.
    [3]
    潘世建主编. 厦门翔安海底隧道工程技术丛书(上册) 设计与施工[M]. 北京: 人民交通出版社. 2011.
    [4]
    深圳地质编写组. 深圳地质[M]. 北京: 地质出版社, 2009.
    [5]
    刘杏玲,赵焕庭,郑德延,等. 深圳湾的演变与开发利用[J]. 热带海洋,1988,6(2):8-12.
    [6]
    中华人民共和国深圳市地质图说明书[M]. 广州: 广东省地图出版社, 2014.
    [7]
    李作明,林极峰. 香港地区地质构造特征的探讨[J]. 贵州工学院学报,1987,(4):52-66.
    [8]
    丁原章. 广东和香港地震风险概论[M]. 香港: 商务印书馆, 2004.
    [9]
    李焯芬,蒋 溥,梁小华. 香港地区地震风险评价和设防区划[J]. 工程地质学报,1998,6(1):40-54.
    [10]
    BURNETT A D,黎权炜. 香港的航摄地质线性影像和断裂系统[J]. 华南地震,1986,6(1):12-25.
    [11]
    地质矿产部《深圳市区域稳定性评价》编写组. 深圳市区域稳定性评价[M]. 北京: 地质出版社, 1991.
    [12]
    毕 丹,王忠福. 天池抽水蓄能电站上坝址趾板建基面优化研究[J]. 岩土工程技术,2014,28(5):243-249.
    [13]
    赖培铎, 葛 帆. 深圳地铁11号线沿线的断裂构造及其对地铁施工的影响[C]//深圳地质工程三十年——深圳市地质学会30周年志庆. 武汉: 中国地质大学出版社有限公司, 2013.
    [14]
    康镇江,李作明. 深圳(罗湖)—香港(元朗)断裂带的特征及其稳定性研究[J]. 中国地质灾害与防治学报,1998,9(S1):168-174.
    [15]
    黄玉昆. 广东莲花山断裂带在香港地区的表现[J]. 华南地质,1984,4(2):12-19.
    [16]
    丁原章,黎权伟,黄日恒,等. 香港地区断裂构造的新活动性[J]. 华南地震,1997,17(2):9-12.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(2)  / Tables(5)

    Article Metrics

    Article views (107) PDF downloads(29) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return