Evaluation of the constriction size reduction of granular filters due to upstream cohesive base-soil erosion-Reference-Cited by-同舟云学术

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Evaluation of the constriction size reduction of granular filters due to upstream cohesive base-soil erosion

Published:2018-06 Issue:1 Volume:15 Page:29-41
ISSN:1854-0171
Container-title:Acta geotechnica slovenica
language:
Short-container-title:ActaGeotechSlov

Author:

Azirou Samira, ,Benamar Ahmed,Tahakourt Abdelkader, ,

Publisher

University of Maribor

Subject

Geology,Geophysics,Geotechnical Engineering and Engineering Geology

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on suffusion and contact erosion in double-layered alluvial foundation with a cut-off wall;Acta Geotechnica;2023-08-24

2. Retraction Note: Constriction Size Reduction Approach in Granular Filters;Transport in Porous Media;2022-12-15

3. Combination seepage test study of sandy soil and the filter;Water Supply;2022-09-30

4. RETRACTED ARTICLE: Constriction Size Reduction Approach in Granular Filters;Transport in Porous Media;2022-08-11

5. Evaluation of Combined Base Soil Erodibility and Granular Filter Efficiency;Geotechnical and Geological Engineering;2021-02-19

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