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柱锤冲扩灰土挤密桩法在处理杂填土地基中的应用
引用本文:王颖星,吕建国,刘志强.柱锤冲扩灰土挤密桩法在处理杂填土地基中的应用[J].华北科技学院学报,2008,5(2):41-43.
作者姓名:王颖星  吕建国  刘志强
作者单位:中国地质大学(北京)工程技术学院,北京,100083;北京城建勘测设计研究院有限责任公司,北京,100101
摘    要:柱锤冲扩桩法目前还处于在半理论和半经验状态,成孔和成桩工艺及地基固结效果直接受到土质条件的影响^1]。用该方法处理深度超过20米的杂填土地基的工程实例不多,本文结合工程实例,对该方法处理较深杂填土地基的现场试验进行了分析,并得出一些结论及建议。

关 键 词:柱锤冲扩桩  杂填土地基  承载力特征值

On the application of fill foundation dealed with lime soil pile of piles thrusted-explanded in columnhammer
WANG Yingxing,L Jianguo,LIU Zhiqiang.On the application of fill foundation dealed with lime soil pile of piles thrusted-explanded in columnhammer[J].Journal of North China Institute of Science and Technology,2008,5(2):41-43.
Authors:WANG Yingxing  L Jianguo  LIU Zhiqiang
Institution:WANG Yingxing,L(U) Jianguo,LIU Zhiqiang
Abstract:piles thrusted-explanded in columnhammer is in semi-rational and half experience statment at present , the craft of pile and hole, the result of foundation consolidation are influenced by soil property condition directly 1 ]. The example of project dealed with the method , used in fill foundation over 20 meter-depth, is few , this paper , analyzing living test of fill foundation with more depth, presents example of project, and gets some conclusions and suggestions.
Keywords:piles thrusted-explanded in columnhammer  fill foundation  characteristic value of subgrade bearing capacity
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