Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 34 Issue suppl
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIU Chen, RAO Yun-dong, XU Kai-jun, SHI Lin, YANG Yong-kang. Simulation of supporting effect of composite soil-nailing wall based on MADIS/GTS[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 217-221.
Citation: LIU Chen, RAO Yun-dong, XU Kai-jun, SHI Lin, YANG Yong-kang. Simulation of supporting effect of composite soil-nailing wall based on MADIS/GTS[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 217-221.
shu

Simulation of supporting effect of composite soil-nailing wall based on MADIS/GTS

  • (1.Shenzhen Geotechnical Engineering Co., Ltd., Shenzhen 518028, China; 2. School of Civil Engineering Guang Zhou University, Guangzhou 510006, China)

More Information
  • Received Date: November 12, 2012
  • Published Date: November 12, 2012
    Abstract
  • Rapid urbanization process brings development of large-scale excavation engineering in cities. The application of composite soil-nailing wall has attracted great attention because of its advantages such as security and low price. The displacement deformations of excavations under different working conditions and prestresses are gained, and a comparison of supporting effects between common soil nailing-wall and composite soil-nailing wall is performed through excavation process simulation by means of the software MADIS/GTS according to engineering practices. It may provide reference for similar projects.
    • FullText(HTML)
    • References (6)
  • [1]
    刘国彬, 王卫东. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WAN Wei-dong. Excavation engineering manual[M]. Beijing: China Architecture and Building Press, 2002. (in Chinese))
    [2]
    LIU Chen, ZHANG Ji-chao, WANG Ke-yi. Technology of soft preventing the tunnel disaster caused by overhead excavation underground space[J]. Advanced Materials Research, (168-170) 2011: 2422–2425.
    [3]
    张季超, 刘 晨, 刘茂龙, 等. 广州珠江新城地下空间关键技术研究与应用[J]. 工程力学, 2010, 27(增刊2): 114–123. (ZHANG Ji-chao, LIU Chen, LIU Mao-long, et al. Research and application on the key technology of the underground space of Zhujiang New Town in Guangzhou[J]. Engineering Mechanics, 2010, 27(S2): 114–123. (in Chinese))
    [4]
    刘 晨, 张季超. 基坑开挖对下方地铁隧道结构影响的分析[J]. 地下空间与工程学报, 2010, 6(增刊1): 1390–1393. (LIU Chen, ZHANG Ji-chao. Influence of excavation of foundation pits on adjacent subway tunnels in the understand space[J]. Chinese Journal of Understand Space and Engineering, 2010, 6(S1): 1390–1393. (in Chinese))
    [5]
    刘日成, 张 芹. 复合土钉墙支护效果数值模拟[J]. 地下空间与工程学报, 2009, 8(1): 182–189. (LIU Ri-chen, ZHANG Qin. Numerical simulation of composite soil nailed wall[J]. Chinese Journal of Understand Space and Engineering, 2009, 8(1): 182–189. (in Chinese))
    [6]
    BOSE S K, SOM N N. Parametric study of a braced cut by finite element method[J]. Computers and Geotechnics, 1998, 22(2): 91–107.
    • Related Articles

  • Related Articles

    [2]LIU Jin-long, LI Shi-yang, LIU Xing-hua, LI Jian-ping, GAO Zheng-guo, HUANG Xin. Bearing characteristics and mechanism of confined stabilized soils[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 229-232. DOI: 10.11779/CJGE2019S1058
    [3]LENG Wu-ming, AI Xi, XU Fang, ZHANG Qi-shu, YANG Qi, NIE Ru-song, LIU Xiao-hao. Diffusion laws of horizontal additional stress in a new prestressed subgrade[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1445-1454. DOI: 10.11779/CJGE201908008
    [4]HUI Chen-yi, ZHU Yan-peng, YE Shuai-hua. Stabilty reliability analysis of composite soil nailing structures with prestressed anchors[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 186-190. DOI: 10.11779/CJGE2014S2031
    [5]LI Ying, CHEN Dong, LIU Xing-wang, ZHU Hao-yuan, TANG Deng. Application of prestressed assemble steel support system in retaining structures for foundation pits in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 51-55. DOI: 10.11779/CJGE2014S1008
    [6]CHEN Chang-liu, YE Shuai-hua, ZHU Yan-peng. Application and monitoring analysis of combined supporting system by prestressed anchors and soil nails for a deep excavation in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 484-489.
    [7]WANG Deng-qun, ZHU Yan-peng. Calculation of stability of anchor support considering prestress[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 125-128.
    [8]ZHOU Yong, ZHU Yan-peng. Influencing factors of horizontal displacement of wall facing of grillage flexible supporting structure with prestressed anchors[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 470.
    [9]JIA Jinqing, ZHENG Weifeng. Study and application of flexible retaining method with prestressed anchor[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 22-26.
    [10]FU Haiying, HE Changrong. Prototype measurements of a new prestressed sheet-pile retaining wall[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1050-1054.

Catalog

    YANG Yong-kang

    • (1.Shenzhen Geotechnical Engineering Co., Ltd., Shenzhen 518028, China; 2. School of Civil Engineering Guang Zhou University, Guangzhou 510006, China)

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (1192) PDF downloads (536) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 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