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Application of earth pressure based on SMP failure criteria in foundation pit of Shanghai Center Tower
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SGIDI Engineering Consulting 〈Group〉 Co., Ltd., Shanghai 200093, China

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TU47

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    Abstract:

    This paper presents the calculation formula of earth pressure based on SMP failure criteria in the active zone, passive zone, and different soil and water conditions. The calculation results based on SMP failure criteria of Shanghai Center Tower is compared with the measured data and the calculation results of Rankine’s earth pressure. The results show that compared with that of Rankine’s earth pressure, the earth pressure based on SMP failure criteria is more consistent with the measured value, and provides some safety margin.

    Reference
    [1] TERZAGHI K. The shearing resistance of saturated soils and the angle between the planes of shear[C]//Proceedings of 1st International Conference on Soil Mechanics and Foundation Engineering. Cambridge, MA,USA: Harvard University Press, 1936: 54－56.
    [2] 赵成刚, 白冰, 王运霞. 土力学原理(修订本)[M]. 北京:清华大学出版社, 北京交通大学出版社, 2009.
    [3]赵成刚,韦昌富,蔡国庆. 土力学理论的发展和面临的挑战[J]. 岩土力学,2011,32(12):3521-3540.
    [4]应宏伟,张金红,王小刚,李冰河,朱伟. 有限土体刚性挡墙平动模式被动土压力试验研究[J]. 岩土工程学报,2016,38(06):978-986.
    [5]谷云峰. SMP强度准则在岩土工程计算中的应用[D].合肥工业大学,2004.
    [6]胡贺祥,宋福渊,耿冬青,郭恒. Lade-Duncan准则在土压力计算中的应用[J]. 工业建筑,2013,43(12):109-112+166.
    [7]江强,朱建明,姚仰平. 基于SMP准则的土体三维应力状态土压力问题[J]. 岩土工程学报,2006,(S1):1415-1417.
    [8]苏辉. 基于SMP准则的土压力计算方法及应用[J]. 工程勘察,2016年增刊第2期.
    [9]MATSUZAWA H, HAZARIKA H. Analyses of active earth pressure against rigid retaining wall subjected to different modes of movement[J]. Soils and Foundations, 1996, 36(3):51–65.
    [10]杉本隆男,阿部博.有限要素法にとるる根切り山留あ解析[R].东京:东京土木技术研究所年报, 1976: 223–247.
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History
  • Received:April 16,2019
  • Revised:May 15,2019
  • Adopted:May 16,2019
  • Online: June 20,2019
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