| 地基沉降计算新方法的探索 |
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| 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].工程地质学报(英文版),2005,13(2):227-230. |
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| 作者姓名： | 董亮 史存林 蔡德钩 叶阳升 |
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| 作者单位： | 北京交通大学土木建筑工程学院,北京,100044;铁道科学研究院铁道建筑研究所,北京,100081 |
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| 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。
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| 关 键 词： | 沉降计算 静力触探法 瞬态R波法 |
| 文章编号： | 1004-9665/2005/13(02)-0227-04 |
| 收稿时间： | 2004-10-28 |
| 修稿时间： | 2004年10月28 |
ON NEW COMPUTATIONAL METHOD ON SETTLEMENT OF GROUND |
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| DONG Liang,SHI Cunlin,Cai Degou,Ye Yangsheng.ON NEW COMPUTATIONAL METHOD ON SETTLEMENT OF GROUND[J].Journal of Engineering Geology,2005,13(2):227-230. |
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| Authors: | DONG Liang SHI Cunlin Cai Degou Ye Yangsheng |
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| 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 |
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| 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. |
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| Keywords: | Settlement computation SPT method Transient R wave method |
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