细粒含量对混合砂内部失稳和扩散的影响

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2021-07-16 DOI:10.1680/JGELE.20.00089

J. Prasomsri, T. Shire, A. Takahashi

引用次数: 4

摘要

内部失稳或渗透是无黏性土壤内部侵蚀的机制之一，它是由渗流引起的土壤完整性的丧失所描述的，并与土壤的内部侵蚀有关。

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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Effect of fines content on onset of internal instability and suffusion of sand mixtures

Internal instability or suffusion is one of the mechanisms of internal erosion in cohesionless soils, which is described by the loss of integrity of soil by seepage flow and is associated with the ...

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来源期刊

Geotechnique Letters ENGINEERING, GEOLOGICAL-

CiteScore

4.20

自引率

0.00%

发文量

期刊介绍： Géotechnique Letters provides a vehicle for the rapid international dissemination of the latest and most innovative geotechnical research and practice. As an online journal, it is aimed at publishing short papers, intending to foster the quick exchange of the latest advances and most current ideas without the delays imposed by printed journals, whilst still maintaining rigorous peer reviewing standards.