| 堆载预压处理吹填砂软土地基的固结度分析 |
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| 引用本文： | 李松,陈秋南,王建东.堆载预压处理吹填砂软土地基的固结度分析[J].西部交通科技,2010(5):19-22,27. |
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| 作者姓名： | 李松 陈秋南 王建东 |
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| 作者单位： | 湖南科技大学土木工程学院,湖南,湘潭,411201 |
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| 基金项目： | "东莞虎门港沙田港区二期工程软基处理施工监测"项目 |
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| 摘 要： | 固结度是评价大面积吹填砂软土地基处理效果的一个重要指标。文章结合珠江某港口大面积吹砂与排水板堆载预压联合地基处理工程实践,从应变与应力两个方面分析了固结度的计算方法以及存在的问题,为类似工程中的固结度计算提供参考。
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| 关 键 词： | 堆载预压 固结度 应力 应变 |
The Analysis of Consolidation Degree of Heap Loading and Precompaction Hydraulic-Filled Soft Soil Base |
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| LI Song,CHEN Qiu-nan,WANG Jian-dong.The Analysis of Consolidation Degree of Heap Loading and Precompaction Hydraulic-Filled Soft Soil Base[J].Western China Communication Science & Technology,2010(5):19-22,27. |
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| Authors: | LI Song CHEN Qiu-nan WANG Jian-dong |
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| Institution: | (School of Civil Engineering,Hunan University of Science and Technology,Xiangtan,Hunan,411201) |
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| Abstract: | The consolidation degree is an important index for evaluating the treatment result of large area hydraulic-filled soft soil base.Combined with one port construction project in Zhunhai,the article analyzes the calculation method of and existing problem in consolidation degree measurement from the perspective of strain and stress,which provides reference for similar projects. |
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| Keywords: | Heap loading and precompaction Consolidation degree Stress Strain |
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