粗砂屏障防倒冲管道的多尺度试验

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2020-09-29 DOI:10.1680/JGEOT.19.P.358

E. Rosenbrand, V. V. van Beek, A. Bezuijen, S. Akrami, J. Terwindt, A. Koelewijn, U. Förster

引用次数: 8

摘要

反向侵蚀管道对建立在沙质沉积物上的堤防构成严重威胁。从概念上讲，管道在路堤下向上游推进的物理机制是可以理解的。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Multi-scale experiments for a coarse sand barrier against backward erosion piping

Backward erosion piping poses a severe threat for embankments founded on sandy deposits. The physical mechanism by which a pipe progresses upstream beneath the embankment is conceptually understood...

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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.