| 振沉薄壁管桩时软基土体的深层水平位移研究 |
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| 引用本文： | 李玉兰. 振沉薄壁管桩时软基土体的深层水平位移研究[J]. 山西建筑, 2007, 33(34): 109-110 |
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| 作者姓名： | 李玉兰 |
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| 作者单位： | 河北省遵化市黎河建筑安装工程有限公司,河北,遵化,064200 |
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| 摘 要： | 介绍了垂直荷载下软粘土地基土体的侧向变形理论以及在振沉大直径薄壁管桩时软粘土地基的深层水平位移测试分析,研究了软粘土地基土体深层水平位移的变化规律,对保证软粘土地基的稳定性具有重要意义。
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| 关 键 词： | 软粘土地基 侧向变形 大直径薄壁管桩 |
| 文章编号： | 1009-6825（2007）34-0109-02 |
| 修稿时间： | 2007-07-09 |
Research into deep horizontal displacement of soft-soil foundation during vibrating and sinking thin-wall tubular pile |
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| LI Yu-lan. Research into deep horizontal displacement of soft-soil foundation during vibrating and sinking thin-wall tubular pile[J]. Shanxi Architecture, 2007, 33(34): 109-110 |
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| Authors: | LI Yu-lan |
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| Abstract: | The following paper introduces lateral deformation theory of soft-clay foundation soil under vertical load,illustrates the test analysis of soft-clay foundation's deep horizontal displacement during vibrating and sinking large-diameter thin-wall tubular pile,and studies changing rules of deep horizontal displacement of soft-clay foundation soil,which has significance to ensure the stability of soft-slay foundation. |
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| Keywords: | soft-clay foundation lateral deformation theory large-diameter thin-wall tubular pile |
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