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强夯置换深度估算的拟静力法
引用本文:吴忠怀,吴武胜,龚晓南. 强夯置换深度估算的拟静力法[J]. 华东地质学院学报, 2001, 24(4): 306-308
作者姓名:吴忠怀  吴武胜  龚晓南
作者单位:[1]深圳市建设基础工程公司,广东深圳518028 [2]抚州市水电规划设计院,江西抚州344000
摘    要:总结了估算强夯置换深度的现有方法及其存在的问题,提出了置换深度估算的拟静力分析模型。并且根据收集的若干工程实例,对模型的特定参数进行了拟合并对所得结果进行了初步验证。

关 键 词:强夯置换 拟静力法 置换深度 单点夯击能
文章编号:1000-2251(2001)04-306-03
修稿时间:2001-05-08

Quasi-static Model for Estimating Replacement Depth of Dynamic Replacement
WU Zhong-huai+,WU Wu-shen+,GONG Xiao-nan+. Quasi-static Model for Estimating Replacement Depth of Dynamic Replacement[J]. Journal of East China Institute of Technology, 2001, 24(4): 306-308
Authors:WU Zhong-huai+  WU Wu-shen+  GONG Xiao-nan+
Affiliation:WU Zhong-huai+1,WU Wu-shen+2,GONG Xiao-nan+3
Abstract:In this paper, The method of estimating replacement depth of dynamic replacement and existing problem are summarized. A quasi-static model for the estimation of the replacement depth of dynamic replacement has been proposed. By several collected construction case, the related parameters in this model is imitated and the result is verified primarily.
Keywords:dynamic replacement  replacement depth  quasi-static model  parameter  
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