Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 36 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
WANG Hong-yun, YAO Xiao-bo, ZHANG Yao, HU Jin. Monitoring and analysis of excavation based on supporting structures of double-row piles and prestressed anchor cables[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 446-450. DOI: 10.11779/CJGE2014S2077
Citation: WANG Hong-yun, YAO Xiao-bo, ZHANG Yao, HU Jin. Monitoring and analysis of excavation based on supporting structures of double-row piles and prestressed anchor cables[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 446-450. DOI: 10.11779/CJGE2014S2077
shu

Monitoring and analysis of excavation based on supporting structures of double-row piles and prestressed anchor cables

  • Wuhan Surveying-Geotechnical Research Institute Co., Ltd. of MCC, Wuhan 430080, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The pile-anchor supporting structures have been widely used in deep foundation pits. The supporting structures of single pile-anchor and double-row piles are used in the same deep foundation pit. The influence of deformation behaviors of the excavation and adjacent buildings are analyzed based on the monitoring results. The influence on the adjacent buildings is also described because of construction of anchor cables. In addition, the influence scope of horizontal deformation of the excavation is analyzed.
    • FullText(HTML)
    • References (14)
  • [1]
    屠毓敏, 王士宏. 土钉支护结构极限支护深度的研究断续节理岩体的压剪断裂及其强度特性研究[J]. 岩土力学, 2009, 30(7): 2087-2090. (TU Yu-mim, WANG Shi-hong. Limit protection depth of soil nailing protection structures[J]. Rock and Soil Mechanics, 2009, 30(7): 2087-2090. (in Chinese))
    [2]
    刘 润, 闫 玥, 闫澍旺. 支撑位置对基坑整体稳定性的影响[J]. 岩石力学与工程学报, 2006, 25(1): 174-178. (LIU Run, YAN Yue, YAN Shu-wang. Stability analysis of foundation pit with position change of braces[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1): 174-178. (in Chinese))
    [3]
    尹 骥, 管 飞, 李象范. 直径210 m超大圆环支撑基坑设计分析[J].岩土工程学报, 2006, 28(增刊): 1596-1599. (YIN Ji, GUAN Fei, LI Xiang-fan. Design and analysis of a 210 m-diameter circular struted foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S0): 1596-1599. (in Chinese))
    [4]
    邱佳荣, 陈征宙, 胡谢飞, 等. 基坑工程中双排桩支护结构的应用分析[J]. 建筑科学, 2013, 29(7): 104-108. (QIU Jia-rong, CHEN Zheng-zhou, HU Xie-fei, et al. Application analysis of retaining structure with double-row piles in excavation engineering[J]. Building Science, 2013, 29(7): 104-108. (in Chinese))
    [5]
    崔宏环, 张立群, 赵国景. 深基坑开挖中双排桩支护的三维有限元模拟[J].岩土力学, 2006, 27(4): 662-666. (CUI Hong-huan, ZHANG Li-qun, ZHAO Guo-jing. Numerical simulation of deep foundation pit excavation with double-row piles[J]. Rock and Soil Mechanics, 2006, 27(4): 662-666. (in Chinese) )
    [6]
    叶新丰. 拉力分散型锚索在铁路明挖基坑中的应用[D]. 北京: 北京工业大学, 2010. (YE Xin-feng. Application of tension dispersion-type anchor in railway open cut foundation pit[D]. Beijing University of Technology, 2010. (in Chinese))
    [7]
    黄茂松, 朱晓宇, 张陈蓉. 基于周边既有建筑物承载能力的基坑变形控制标准[J]. 岩石力学与工程学报, 2012, 31(11): 2035-2041. (HUANG Mao-song, ZHU Xiao-yu, ZHANG Chen-rong. Deformation controlling criterion for excavation based on bearing capacity of adjacent buildings[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11): 2035-2041. (in Chinese))
    [8]
    郑 刚, 李志伟. 坑角效应对基坑周边建筑物影响的有限元分析[J]. 天津大学学报, 2012, 45(8): 688-699. (ZHENG Gang, LI Zhi-wei. Finite element analysis of adjacent building response to corner effect of excavation[J]. Journal of Tianjin University, 2012, 45(8): 688-699. (in Chinese))
    [9]
    BURLAND J B. Assessment of risk of damage to buildings due to tunneling and excavation [J]. Earthquake Geotechnical Engineering, 1997: 1189-1201.
    [10]
    吴荣良. 基坑开挖对周边建筑物安全性影响及评定方法研究[D]. 重庆: 重庆大学, 2012. (WU Liang-rong. Study of the safety assessment method of influence of foundation excavation on nearly buildings[D]. Chongqing: Chongqing University, 2012. (in Chinese))
    [11]
    CHO H N, CHOI H N, KIM Y B. A risk assessment methodology for incorporating uncertainties using fuzzy concepts[J]. Journal of Reliability Engineering and System Safety, 2002, 78(2): 173-183.
    [12]
    CHO H N, CHOI H N, SEO J W. Risk assessment methodology for underground construction projects[J]. Journal of Construction Engineering and Management, 2004, 130(2): 258-272.
    [13]
    GB50497—2009建筑基坑监测技术规范[S]. 2009. (GB50497—2009 Technical code for monitoring of building foundation pit engineering[S]. 2009.(in Chinese))
    [14]
    GB50007—2011 建筑地基基础设计规范[S]. 2011. (GB50007—2011 Code for design building foundation[S]. 2011. (in Chinese))
    • Related Articles

  • Related Articles

    [1]CUI Hao, LIU Hanlong, XIAO Yang. Cyclic shearing characteristics of calcareous sand-snake skin-inspired interfaces[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(5): 1014-1024. DOI: 10.11779/CJGE20231283
    [2]XIAO Xing, JI Dongwei, HANG Tianzhu, WU Qi, CHEN Guoxing. Cyclic threshold shear strains for pore water pressure generation and stiffness degradation in marine clay[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 123-127. DOI: 10.11779/CJGE2023S10005
    [3]WANG Gang, WANG Pengju, WANG Changsheng, JIANG Yujing, LUAN Hengjie, HUANG Na. Shear mechanical behaviors of ceramic proppant-infilled sandstone fractures under constant normal stiffness boundary conditions[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1790-1800. DOI: 10.11779/CJGE20220544
    [4]ZHOU Yan-guo, SHEN Tao, WANG Yue, DING Hai-jun. Post-earthquake evolution of small-strain shear stiffness at liquefiable deposit in Christchurch[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(8): 1411-1417. DOI: 10.11779/CJGE202008005
    [5]WANG Teng, ZHANG Zhe. Experimental studies on cyclic shear behavior of steel-silt interface under constant normal stiffness[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1921-1927. DOI: 10.11779/CJGE201910017
    [6]LIU Peng, DING Wen-qi, YANG Bo. Model for stiffness of joints of immersed tube tunnel[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 133-139.
    [7]LIU Jun-wei, ZHANG Zhong-miao, YU Feng, ZHAO Yu-bo. Estimation of friction fatigue for preformed piles based on constant normal stiffness shear test[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 725-729.
    [8]FENG Da-kuo, HOU Wen-jun, ZHANG Jian-min. Experimental study on cyclic behavior of gravel-structure interface with stress-control mode under constant normal stiffness[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 846.
    [9]WANG Xudong, LIU Yuyi, ZAI Jinmin, ZHU Hongbo. Elastic-plastic solution for axially loaded single pile considering variation of shear stiffness coefficient[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1758-1762.
    [10]Pan Shisheng, Hou Xueyuan. Computation of Pile Head Stiffness[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(1): 1-6.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (371) PDF downloads (279) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return