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采用弹性理论分析搅拌桩性能的探讨
引用本文:陈竹昌,王建华.采用弹性理论分析搅拌桩性能的探讨[J].同济大学学报(自然科学版),1993,21(1):17-25.
作者姓名:陈竹昌  王建华
作者单位:同济大学地下建筑与工程系,同济大学地下建筑与工程系
摘    要:

关 键 词:柔性桩  弹性理论  搅拌桩  性能

Studies on the Behaviour of the Mixing Pile by Using Elastic Theory
Chen Zhuchang Wang Jianhua.Studies on the Behaviour of the Mixing Pile by Using Elastic Theory[J].Journal of Tongji University(Natural Science),1993,21(1):17-25.
Authors:Chen Zhuchang Wang Jianhua
Institution:Department of Geotechnical Engineering
Abstract:Based on the elastic solutions of single pile settlement, in this paper the variation of settlement-influence factors both in homogeneous soil and in nonhomogeneous soil with k,L/D and E_b/E_s is studied, and settlement-influence factor of the single pile in homogeneous soil M_(Rt) is presented as a comprehensive index to determine the components of pile settlement and the influence due to bearing stratum. This index can be used to explain the main difference between flexible piles and stiff piles in the behaviour of settlement and bearing capacity. The results of the comparison between predicted and observed values of M_(Rt) under working loads for both the mixing pile and the concrete pile are quite satisfactory.
Keywords:Flexible pile  Stiff pile  Elastic theory  
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