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复杂地基中桩基承载机理计算研究
引用本文:白敬,刘家忠,苏光柱. 复杂地基中桩基承载机理计算研究[J]. 山西建筑, 2006, 32(6): 101-102
作者姓名:白敬  刘家忠  苏光柱
作者单位:1. 湖北孝感学院土木工程系,湖北,孝感,432000
2. 孝感市规划设计院,湖北,孝感,432000
3. 湖北孝感学院,湖北,孝感,432000
摘    要:
探讨了复杂地基中的单桩承载性能,分析比较了目前应用于桩基分析计算中的各种弹性理论法的适用性及局限性,建立了一套更接近实际的桩土体系模型,提出了一种新的计算分析复杂地基模型的桩基础计算分析方法——广义弹性理论法。

关 键 词:土力学  桩基  广义弹性理论法  承载机理
文章编号:1009-6825(2006)06-0101-02
收稿时间:2005-10-18
修稿时间:2005-10-18

Calcul ation and study on bearing meghanism of pillefoundation in complicated ground
BAI Jing,LIU Jia-zhong,SU Guang-zhu. Calcul ation and study on bearing meghanism of pillefoundation in complicated ground[J]. Shanxi Architecture, 2006, 32(6): 101-102
Authors:BAI Jing  LIU Jia-zhong  SU Guang-zhu
Affiliation:BAI Jing LIU Jia-zhong SU Guang-zhu
Abstract:
The interaction mechanism of pile and soil in complicated ground is studied in detail. The limitationand applicability of different methods for solving this problem are analyzed and compared, based on which a new practical model of pile-soil system in multi-layer medium is set up. A new generalized elastic theory method is presented to calculate and analyze complicated ground model.
Keywords:soil mechanics   bearing mechanism   generalized elastic theory method   pile foundation
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