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Stability control of underground construction 被引量：2

Stability control of underground construction
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摘要 This paper presents the reason for instability of underground construction. In order to know failure mechanism during the whole construction process, a research framework of multi-scale based on experiments and numerical analysis is established. Some promising aspects in the topics of stability control are also given in the paper.
作者 Chen Renpeng Tang Lvjun Chen Yunmin
机构地区 MOE Key Laboratory of Soft Soil and Geoenvironmental Engineering Department of Civil Engineering
出处 《Engineering Sciences》 EI 2010年第4期31-36,共6页 中国工程科学（英文版）
基金 National Basic Research Program of China(No.2007CB714001) National Natural Science Foundation of China(No.50878193) New century Excellent Talents in University(NCET-08-0491)
关键词 multi-field coupling multi-scale analysis EXCAVATION TUNNELING FAILURE 稳定性控制 地下工程 地下建筑 施工过程 数值分析 稳定控制 不稳定 多尺度
分类号 TU94 [建筑科学—建筑技术科学] TS201.2 [轻工技术与工程—食品科学]
  • 相关文献

参考文献11

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二级参考文献15

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共引文献3

同被引文献29

  • 1朱伟,秦建设,卢廷浩.砂土中盾构开挖面变形与破坏数值模拟研究[J].岩土工程学报,2005,27(8):897-902. 被引量：115
  • 2李希元,闫静雅,孙艳萍.盾构隧道施工工程事故的原因与对策[J].地下空间与工程学报,2005,1(6):968-971. 被引量：42
  • 3韦良文,张庆贺,邓忠义.大型泥水盾构隧道开挖面稳定机理与应用研究[J].地下空间与工程学报,2007,3(1):87-91. 被引量：35
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  • 7MOLLON G, DIAS D, SOUBRA A H. Face stability analysis of circular tunnels driven by a pressurized shield[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(1): 215 - 229.
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  • 10ZHANG Z X, HU X Y, SCOTT K D. A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils[J]. Computers and Geotechnics, 2011, 38(1): 94 - 104.

引证文献2

二级引证文献42

Engineering Sciences
2010年 第4期

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