饱和砂土中EPB盾构隧道用泡沫的压力渗透特性第2部分：土壤-泡沫混合物

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2020-12-08 DOI:10.1680/jgeot.19.p.188

Tao Xu, A. Bezuijen, M. Thewes

引用次数: 5

摘要

在实验室装置中进行了加压土壤-泡沫混合物渗入饱和砂土的试验，提供了与真实隧道相当的水力梯度。T…

本文章由计算机程序翻译，如有差异，请以英文原文为准。

查看原文本刊更多论文

Pressure-infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 2: soil–foam mixture

Experiments on infiltration of pressurised soil-foam-mixture into saturated sand have been carried out in a laboratory setup that provides a hydraulic gradient that is comparable to real tunnels. T...

求助全文

通过发布文献求助，成功后即可免费获取论文全文。去求助

来源期刊

Geotechnique 工程技术-地球科学综合

CiteScore

9.80

自引率

10.30%

发文量

168

审稿时长

7 months

期刊介绍： Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.