基于试验的群桩基础承载性状研究 |
投稿时间:2003-12-02 修订日期:2003-12-02 点此下载全文 |
引用本文:蒋建平,高广运,汪明武.基于试验的群桩基础承载性状研究[J].钻探工程,2004,31(6):1-5.JIANG Jian-ping,GAO Guang-yun,WANG Ming-wu. Study on Load Carrying Behavior of Pile Group Based on Tests[J]. Drilling Engineering, 2004,31(6):1-5. |
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基金项目:安徽省自然科学基金项目(编号:01045409) |
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中文摘要:基于所收集到的群桩基础的试验资料,对群桩基础的一些承载性状进行了总结,主要包括:群桩基础的沉降、低承台的“削弱效应”与“增强效应”、群桩的荷载-沉降曲线(Q-s)、疏桩群桩基础等。 |
中文关键词:群桩 基础 承载性状 |
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Study on Load Carrying Behavior of Pile Group Based on Tests |
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Abstract:Based on test data collected, this paper has summarized on load carrying behavior of pile group. These load carrying behavior include: settlement of pile group; “weakening effect” and “reinforcing effect” of lower pile cap; Q-s curves of pile group; wide density pile group foundation. |
keywords:pile group foundation load carrying behavior |
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