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地下连续墙槽壁稳定分析 被引量:4

Stability analysis of groove inside of continuous underground wall
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摘要 通过对槽壁稳定的理论计算与探讨.并根据影响槽壁稳定的诸多因素,确定护壁泥浆的性能指标. The property parameters of wall supporting slurry are determined by theoretical calculation analysis and some factor by which the stability of groove inside is effected
出处 《沈阳建筑工程学院学报》 1998年第1期23-27,共5页 Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词 地下连续墙 相对密度 槽壁稳定 位移值 Continuous underground relative devsity extreme displacement stability of groove quantity of displacement
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参考文献2

  • 1杨嗣信.高层建筑施工手册[M]中国建筑工业出版社,1992.
  • 2日本建设机械化协会编,祝国荣.地下连续墙设计与施工手册[M]中国建筑工业出版社,1983.

同被引文献23

  • 1丁勇春,程泽坤,王建华,李耀良,袁芬.地下连续墙施工力学性状数值分析[J].岩土工程学报,2012,34(S1):87-92. 被引量:33
  • 2陈广峰,梁雅强.水平基床系数影响因素的探讨[J].兰州理工大学学报,2005,31(2):116-119. 被引量:11
  • 3史世雍,章伟.深基坑地下连续墙的泥浆槽壁稳定分析[J].岩土工程学报,2006,28(B11):1418-1421. 被引量:46
  • 4HAJNAL I,MORTON J,REGELE Z.Construction of diaphragm wall. . 1984
  • 5NASH K L.Stability of trenches filled with fluids. Journal of the Construction Division . 1974
  • 6Majano R E,O’Neil M W,Hassan K M.Perimeter load transfer in model drilled shafts formed under slurry. Journal of Geotechnical Engineering . 1994
  • 7TSAI Jiin-song,CHANG Chia-chyi,JOU Lee-der.Lateral extrusion analysis of sandwiched weak soil in slurry trench. Journal of Geotechnical and Geoenvironmental Engineering . 1998
  • 8Tamano T,Nguyen H Q,Kanaoka M,Fukui S.Deformation and failure of slurry trench in reclaimed soft clay:numerical analysis. Proceedings of the 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering . 2003
  • 9TSAI J S.Stability of weak sublayers in a slurry supported trench. Canadian Geotechnical Journal . 1997
  • 10Wong G C Y.Stability analysis of slurry trenches. Journal of Geotechnical Engineering,AmericanSociety of Civil Engineers . 1984

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