| 复合式土钉墙在软土地层的应用 |
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| 引用本文： | 谢正宇,林昌勤,林顺康. 复合式土钉墙在软土地层的应用[J]. 土工基础, 2006, 20(5): 13-15 |
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| 作者姓名： | 谢正宇 林昌勤 林顺康 |
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| 作者单位： | 台州市中心医院基建处,浙江,台州,318000 |
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| 摘 要： | 1前言台州市地处温黄平原区,地貌为海积平原,其地层条件是:地表层为厚约0.5 m~1.0 m的杂填土层,其下为1 m~2 m的粘土层,在经过厚度不等的淤泥质土过渡层后,便是厚度约为5 m~20 m的淤泥层。因此,即使是一层地下室的基坑开挖深度,一般也位于淤泥质土或淤泥层内。受传统支护理论的
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| 关 键 词： | 饱和软土地层 复合土钉墙 基坑 支护 |
| 文章编号： | 1004-3152(2006)05-0013-03 |
| 修稿时间： | 2006-05-25 |
Application of Compound Soil Nailed Retaining Wall in Soft Ground |
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| XIE Zheng yu,LIN Chang qin,LIN Shun kang. Application of Compound Soil Nailed Retaining Wall in Soft Ground[J]. Soie Engineering and Foundation, 2006, 20(5): 13-15 |
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| Authors: | XIE Zheng yu LIN Chang qin LIN Shun kang |
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| Abstract: | According to the soft subgrade characteristic,the types,technical features and design main points for the compound soil nailed retaining wall used for foundation pit are discussed in this paper. |
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| Keywords: | saturated soft ground compound soil nailed retaining wall foundation pit bracing |
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