Risk assessment criteria and method for foundation pit anchor

被引:0
|
作者
Wang, Ban-Qiao [1 ]
Hao, Jian-Bin [1 ]
机构
[1] School of Geology Engineering and Geomatics, Chang'an University, Xi'an 710054, Shaanxi, China
关键词
Anchors - Geotechnical engineering - Risk management - Anchor bolts - Bolts - Foundations;
D O I
暂无
中图分类号
学科分类号
摘要
Taking into account the difficulty of quantitative risk assessment because of the imperceptibility of bolting project, a two-class risk assessment criteria for both the overall project and process of bolt supporting of foundation pit were proposed based on risk management experience in foundation pit anchor from engineering application point of view. In the risk assessment criteria, dangerous sources were analyzed in detail from four aspects: scheme design of foundation pit anchor, geological and hydrological conditions, surrounding environment and construction technology, process and construction capability so as to establish classifying standard for general and individual process in bolt supporting, and then corresponding risk rating was endued based on different categories among various properties. It was also applied to the engineering for verification. The results show that this method is a semi-quantitative risk assessment approach, which can obtain relevant risk rating by comparing the engineering information with the risk assessment criteria to achieve dynamic assessment and timely control of risk. Owing to its simplicity of procedure and reliability of conclusion, it is worthy of popularization and application.
引用
收藏
页码:80 / 85
相关论文
共 50 条
  • [1] Criterion and method of risk assessment about foundation pit in soft soil
    Liu, Wan-Lan
    Ju, Li-Yan
    Gao, Wen-Jie
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2010, 32 (SUPPL. 2): : 590 - 593
  • [2] The Application of Anchor Pile in Foundation Pit Supporting Structure
    Zhang, Xin-zhong
    Zhao, Long
    Tang, Ke-dong
    3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 982 - 987
  • [3] Based on Rheological to Calculate Anchor Parameter for Foundation Pit
    Suo, Xinwen
    Gu, Chenmin
    MATERIALS PROCESSING TECHNOLOGY II, PTS 1-4, 2012, 538-541 : 665 - 668
  • [4] Influence of anchor cable failure on a supporting system of pile anchor foundation pit
    Song, Weili
    Liu, Yan
    Zheng, Quanming
    2020 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ENVIRONMENT RESOURCES AND ENERGY MATERIALS, 2021, 634
  • [5] Risk Assessment of Building Foundation Pit Construction Based on Fuzzy Hierarchical Comprehensive Evaluation Method
    Li, Lei
    Li, Ruihan
    Zhi, Mei
    Wang, Siwei
    Cao, Lirong
    GEOFLUIDS, 2022, 2022
  • [6] Construction risk identification and assessment of a deep foundation pit in Shanghai
    Shanghai Jianke Project Management Co., Ltd., Shanghai 200032, China
    Yantu Gongcheng Xuebao, 2006, SUPPL. (1912-1915):
  • [7] A study of deep foundation pit anchor-column protection structure system design method
    Han, XJ
    Yu, WJ
    Shen, F
    EIGHTH INTERNATIONAL CONGRESS INTERNATIONAL ASSOCIATION FOR ENGINEERING GEOLOGY AND THE ENVIRONMENT, PROCEEDINGS, VOLS 1-5, 1998, : 3339 - 3342
  • [8] Application of flexible reinforcement with anchor in foundation pit based on rheological
    School of Resources and Safety Engineering, Central South University, Changsha 410083, China
    不详
    Jiefangjun Ligong Daxue Xuebao, 2009, 5 (467-471):
  • [9] THE EXPERIMENT ABOUT RECOVERABLE ANCHOR CABLE IN THE FOUNDATION PIT SUPPORT
    Zhang, Shimin
    Yu, Shichen
    Huang, Yingsheng
    Sun, Miaomiao
    Wang, Xinquan
    PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON ADVANCED DESIGN AND MANUFACTURING ENGINEERING, 2015, 39 : 1201 - 1206
  • [10] The application of anchor block in large soft foundation pit excavation
    Ma, Chi
    Liu, Guonan
    Liang, Yueying
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 520 - 524