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成都粘土中载体桩承载力分析
引用本文:陈追田,郑玉辉,王惠昌.成都粘土中载体桩承载力分析[J].岩土工程技术,2008,22(3):136-138.
作者姓名:陈追田  郑玉辉  王惠昌
作者单位:1. 中机工程勘察设计研究院,福建厦门,361012
2. 中机工程勘察设计研究院,四川成都,610066
摘    要:通过成都粘土中载体桩工程实例的载荷试验资料,探讨成都粘土中载体桩承载特征,以及JGJ135-2007规程承载力估算问题。

关 键 词:载体桩  承载力  缓变型

Analysis of Bearing Capacity of Ram-compacted Piles With the Bearing Base in Chengdu clay
Chen Zhuitian,Zheng Yuhui,Wang Huichang.Analysis of Bearing Capacity of Ram-compacted Piles With the Bearing Base in Chengdu clay[J].Geotechnical Engineering Technique,2008,22(3):136-138.
Authors:Chen Zhuitian  Zheng Yuhui  Wang Huichang
Institution:Chen Zhuitian,Zheng Yuhui,Wang Huichang (1. Ztiongji Geotechnical Investigation Design Institute,Xiamen Fujian 361012 2. Zhongji Geotechnical Investigation Design Institute, Chengdu Sichuan 610066 China)
Abstract:The bearing property of ram-compacted piles with the bearing base in Chengdu clay is discussed and the bearing capacity is estimated based on the Specification for Design of Ram-compacted Piles With Bearing Base(JGJ 135-2007)and the loading test result of the first engineering example of ram-compacted piles with the bearing base in Chengdu clay.
Keywords:ram-compacted piles with bearing base  bearing capacity  sloped curve
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