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 40 Issue S2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
CHEN Ren-peng, AL-MADHAGI ASHRAF, MENG Fan-yan. Three-dimensional centrifuge modeling of influence of nearby excavations on existing tunnels and effects of cut-off walls[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 6-6. DOI: 10.11779/CJGE2018S2002
Citation: CHEN Ren-peng, AL-MADHAGI ASHRAF, MENG Fan-yan. Three-dimensional centrifuge modeling of influence of nearby excavations on existing tunnels and effects of cut-off walls[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 6-6. DOI: 10.11779/CJGE2018S2002
shu

Three-dimensional centrifuge modeling of influence of nearby excavations on existing tunnels and effects of cut-off walls

  • 1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
    2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China;
    3. College of Civil Engineering, Hunan University, Changsha 410082, China

More Information
  • Received Date: July 21, 2018
  • Published Date: October 29, 2018
    Graphical Abstract
    • Abstract
  • Centrifuge modeling and numerical simulation are conducted in dry sand to investigate the influence of nearby excavations on the existing tunnels as well as the effectiveness of cut-off walls. The tunnel heaves, internal forces, earth pressures and ground settlements are analyzed as well as the influences of the relative position and excavation depth. As indicated by the tests, the soil heaves at the excavation base are close to the results from the Boussinesq equation. The measured ground settlements are similar to those of the centrifuge modeling by other researchers, while obviously lower than the field measurements. The earth pressures at the excavation side are reduced due to the excavation, while those at the other side increase. The cut-off walls can reduce the ground settlements, change of earth pressures, lateral displacements of diaphragm wall, and uplifts and bending moments of tunnels. The numerical simulation indicates that the tunnel heaves and horizontal displacements decrease as the burial depth of the tunnel and its distance from the diaphragm wall increase, while increases with the increasing excavation depth.
    • FullText(HTML)
    • References (13)
  • [1]
    CHEN R P, MENG F Y, LI Z C, et al.Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils[J]. Tunneling and Underground Space Technology, 2016, 58: 224-235.
    [2]
    HUANG X, SCHWEIGER H F, HUANG H W.Influence of deep excavations on nearby existing tunnels[J]. International Journal of Geomechanics, 2011, 13(2): 170-180.
    [3]
    魏少伟, 张玉芳, 郑刚. 基坑开挖对坑底已建隧道影响的三维数值分析[J]. 土木建筑与环境工程, 2013(增刊1): 112-116.
    (WEI Shao-wei, ZHANG Yu-fang, ZHENG Gang.Three-dimensional numerical investigation of the influence of basement excavation on underlying tunnels[J]. Journal of Civil Architectural & Environmental Engineering, 2013(S1): 112-116. (in Chinese))
    [4]
    HUANG X, HUANG H W, ZHANG D M.Centrifuge modelling of deep excavation over existing tunnels[J]. Geotechnical Engineering, 2014, 167(1): 3-18.
    [5]
    NG C W, SHI J W, HONG Y.Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand[J]. Canadian Geotechnical Journal, 2013, 50(8): 874-888.
    [6]
    ZHENG G, WEI S W.Numerical analyses of influence of overlying pit excavation on existing tunnels[J]. Journal of Central South University of Technology, 2008, 15: 69-75.
    [7]
    BAI Y, YANG Z H, JIANG Z W.Key protection techniques adopted and analysis of influence on adjacent buildings due to the Bund Tunnel construction[J]. Tunneling and Underground Space Technology, 2014, 41: 24-34.
    [8]
    包承纲, 饶锡保. 土工离心模型的试验原理[J]. 长江科学院院报, 1998, 15(2): 1-3.
    (BAO Cheng-gang, RAO Xi-bao.Principle of the geotechnical centrifuge model test[J]. Journal of Yangtze River Scientific Research Institute, 1998, 15(2): 1-3. (in Chinese))
    [9]
    黄德中, 马险峰, 王俊淞, 等. 软土地区盾构上穿越既有隧道的离心模拟研究[J]. 岩土工程学报, 2012, 34(3): 520-527.
    (HUANG De-Zhong, MA Xian-Feng, WANG Jun-Song, et al.Centrifuge modelling of effects of shield tunnels on existing tunnels in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 520-527. (in Chinese))
    [10]
    朱斌, 熊根, 刘晋超, 等. 砂土中大直径单桩水平受荷离心模型试验[J]. 岩土工程学报, 2013, 35(10): 1807-1815.
    (ZHU Bin, XIONG Gen, LIU Jin-Chao, et al.Centrifuge modelling of a large-diameter single pile under lateral loads in sand[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1807-1815. (in Chinese))
    [11]
    LI A Z, LEHANE B M.Embedded cantilever retaining walls in sand[J]. Géotechnique, 2010, 60(11): 813-823.
    [12]
    田振, 顾倩燕. 大直径圆形深基坑基底回弹问题研究[J]. 岩土工程学报, 2006, 28(11): 1360-1364.
    (TIAN Zhen, GU Qian-yan.Researches on heave of circular deep foundation pits with super diameters[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1360-1364. (in Chinese))
    [13]
    CHEN S L, LEE S C, WEI Y S.Numerical analysis of ground surface settlement induced by Double-O tube shield tunneling[J]. Journal of Performance of Constructed Facilities, 2016, 30(5): 04016012.
    • Related Articles

  • Related Articles

    [1]LIANG Xiaomin, GU Xiaoqiang, ZHAI Chongpu, WEI Deheng. Anisotropic wave velocities of granular materials and microscopic fabric using X-ray computed tomography[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1398-1407. DOI: 10.11779/CJGE20230425
    [2]ZHANG He-nian, CHEN Liang, LI Xiong-wei, XI Pei-sheng, MU Lin, HU Cai-yun. Ratio and mechanism of activated magnesium oxide carbonized raw earth block materials[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 233-236. DOI: 10.11779/CJGE2021S2055
    [3]YAO Jun-kai, YE Yang-sheng, WANG Peng-cheng, CHEN Feng, CAI De-gou. Subgrade heave of sulfate attacking on cement-stabilized filler[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 782-788. DOI: 10.11779/CJGE201904024
    [4]XU Xiao-li, GAO Feng, ZHANG Zhi-zhen, ZHANG Chuan-hu. Energy and structural effects of granite after high temperature[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5): 961-968. DOI: 10.11779/CJGE201405022
    [5]ZHOU Qiao-yong, XIONG Bao-lin, YANG Guang-qing, LIU Wei-chao. Microstructure of low liquid limit silt[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 439-444.
    [6]YU Hui, DING Xuan-ming, KONG Gang-qiang, ZHENG Chang-jie. Comparative FEM analysis of deformation properties of expressway widening projects with cast-in-situ X-shaped concrete piles and circular pile[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 170-176.
    [7]WANG Cheng-hu, WANG Hong-cai, LIU Li-peng, SUN Dong-sheng, ZHAO Wei-hua. Effects of high temperatures on mechanical performance of basaltic tuff and mechanism analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1827-1835.
    [8]Micro-experiments on a soft ground improved by cement-mixed soils with gypsum additive[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8).
    [9]Full scale model tests on vertical bearing characteristics of cast-in-place X-section piles[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).
    [10]WU Yanqing, CAO Guangzhu, DING Weihua. Permeability experiment of sandstone under variable seepage pressures by using X-ray CT real-time observation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 780-785.
    • Supplements (0)

  • Cited by

    Periodical cited type(4)

    1. 王大兵，黄郁东，韩振中，徐考，崔文海，周苏华. 基于贝叶斯逻辑回归模型的边坡稳定性预测. 市政技术. 2023(10): 173-180 .
    2. 曾锃，赵树祥，葛龙进，潘卫平，李敏，殷国峰. 罗闸河二级水电站拱坝右岸边坡变形破坏机制研究及治理后评估. 岩土工程学报. 2021(S1): 171-175 . 本站查看
    3. 夏增选，李萍，曹博，李同录，沈伟，康海伟. 边坡可靠度的Bayes估计及后验稳健性. 河海大学学报(自然科学版). 2020(03): 238-244 .
    4. 谢永利，刘新荣，晏长根，杨忠平，李家春，周志军，岳夏冰. 特殊岩土体工程边坡研究进展. 土木工程学报. 2020(09): 93-105 .

    Other cited types(18)

Catalog

    Get Citation
    PDF
    XML
    Article views (408) PDF downloads (216) Cited by(22)
    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