| 某防渗帷幕高压旋喷桩试桩分析与探讨 |
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| 引用本文： | 杜常春,张宁.某防渗帷幕高压旋喷桩试桩分析与探讨[J].岩土工程技术,2009,23(4):193-196. |
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| 作者姓名： | 杜常春 张宁 |
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| 作者单位： | 1. 浙江省工程勘察院,浙江宁波,315012
2. 中国市政工程华北设计研究院,天津,300074 |
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| 摘 要： | 在温州某垃圾填埋场水文地质与工程地质条件的基础上,对于有地下水渗流的砂层中,高压旋喷注浆单管法与三重管法试桩进行了对比试验与分析,高压旋喷注浆成桩效果及影响因素进行了探讨,供同类工程设计与施工提供参考.
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| 关 键 词： | 高压旋喷注浆 单管法 三重管法 地下水渗流 对比试验与分析 |
Analysis and Discussion on High Pressure Spiral Jet Grouting Test Piles for a Certain Anti-seepage Curtain |
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| Du Changchun,Zhang Ning.Analysis and Discussion on High Pressure Spiral Jet Grouting Test Piles for a Certain Anti-seepage Curtain[J].Geotechnical Engineering Technique,2009,23(4):193-196. |
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| Authors: | Du Changchun Zhang Ning |
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| Abstract: | Based on the hydrogeology and engineering geological conditions of a certain landfill in Wenzhou, in the groundwater seepage sand layer, the high pressure spiral jet grouting test piles formed with single pipe method and triple pipes method have carried on the comparative test and analysis. The formed pile-effect and the influence factors of the high pressure spiral jet grouting have carried on the discussion. They can provide important reference for the similar engineering design and construction. |
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| Keywords: | high pressure spiral jet grouting single pipe method triple pipes method groundwater seepage comparative test and analysis |
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