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地基沉降计算新方法的探索
引用本文:董亮,史存林,蔡德钩,叶阳升.地基沉降计算新方法的探索[J].力学学报,2005,13(2):227-230.
作者姓名:董亮  史存林  蔡德钩  叶阳升
作者单位:1. 北京交通大学土木建筑工程学院,北京100044; 2. 铁道科学研究院铁道建筑研究所,北京100081
摘    要:目前地基沉降理论计算方法基本上把沉降分段计算,事实上,主、次固结沉降是同时发生的。本文在实践基础上提出用静力触探法和瞬态R波法进行地基沉降计算,通过理论推导并与实测资料进行对比,论证了这两种方法都是快捷有效且具有发展前途的方法。

关 键 词:沉降计算  静力触探法  瞬态  R波法
收稿时间:2004-10-28
修稿时间:2004-12-13

ON NEW COMPUTATIONAL METHOD ON SETTLEMENT OF GROUND
DONG Liang,SHI Cunlin,CAI Degou,YE Yangsheng.ON NEW COMPUTATIONAL METHOD ON SETTLEMENT OF GROUND[J].chinese journal of theoretical and applied mechanics,2005,13(2):227-230.
Authors:DONG Liang  SHI Cunlin  CAI Degou  YE Yangsheng
Institution:1. School of Civil &|Architecture Engineering, Beijing Jiaotong University, Beijing 100044; 2. Railway Engineering Research Institute, China Academy of Rail Way Science, Beijing 100081
Abstract:This paper discusses the characteristics of different theoretical and computational methods for settlement assessment. The SPT method and transient R wave method are selected in this study. With comparison of theoretical calculations and the observed in-situ data, the authors conclude that these two methods are proved to be convenient and promising for further development.
Keywords:Settlement computation  SPT method  Transient R wave method
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