| 黄土状地基土浸水后的沉降分析及补强加固 |
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| 引用本文： | 龙智巍.黄土状地基土浸水后的沉降分析及补强加固[J].林业科技情报,2002,34(4):16-17. |
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| 作者姓名： | 龙智巍 |
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| 作者单位： | 哈尔滨铁路局直属房产建筑段 |
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| 摘 要： | 黄土状地基土受到水浸后,沉降变形由湿陷变形和压缩变形2部分组成,其中湿陷变形是产生不均匀沉降的主要原因,文中介绍了水浸后地基土的沉降计算,并对不均匀沉降地基进行补强加固处理。
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| 关 键 词： | 黄土状地基 地基加固 沉降量 |
| 修稿时间： | 2002年6月14日 |
Settlement Analyses And Reinforcement Strengthening Of Loessial Subsoil After Inundate |
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| Long Zhiwei.Settlement Analyses And Reinforcement Strengthening Of Loessial Subsoil After Inundate[J].Forestry Science and Technology Information,2002,34(4):16-17. |
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| Authors: | Long Zhiwei |
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| Institution: | Building And Construction Section Directly Under Harbin Railway Bureau |
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| Abstract: | Setdement deformation of loessial subsoil can be divided into two parts, collapse deformation and compression deformation after inundate, and the former is the main cause of asymmetric setdement. This paper introduces the method of calculating the setdement and the reinforcement strengthening solutions of asymmetric setdement foundation. |
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| Keywords: | loessial foundation reinforcement of foundation settlement |
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