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Volume 30 Issue 6
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QIN Aifang, HU Zhongxiong, PENG Shijuan. Depth of soil stabilization in passive area of foundation pits for Shanghai soft clay[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 935-940.
Citation: QIN Aifang, HU Zhongxiong, PENG Shijuan. Depth of soil stabilization in passive area of foundation pits for Shanghai soft clay[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 935-940.
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Depth of soil stabilization in passive area of foundation pits for Shanghai soft clay

  • 1.Dept.of Civil Engineering Shanghai University Shanghai 200072 China 2.Dept.of Subsurface Tongji University Shanghai 200042 China

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  • Published Date: June 15, 2008
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  • Based on the unloading experiments and according to the extreme depth affected by unloading in the direct shear tests,the strong rebound depth in the conventional consolidation tests and the large depth with varying lateral pressures in K0 consolidation tests,the proper stabilization depth of soil in passive area of foundation pits was put forward,and was verified through calculation and engineering practice.The obtained results were valuable to the reference for engineering design of stabilization affected by unloading.
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