A developed capillary tube model for suffossion susceptibility of non-cohesive soils

Author:

Maroof Ali,Mahboubi AhmadORCID,Vincens Eric,Hassani Mojtaba

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference84 articles.

1. Aberg B (1992) Void ratio of noncohesive soils and similar materials. ASCE J Geotech Eng 118:1315–1334

2. Aberg B (1993) Washout of grains from filtered sand and gravel materials. J Geotech Eng 119:36–53. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(36)

3. ASTM D2487 (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, West Conshohocken

4. ASTM D4253-00 (2006) Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM International, West Conshohocken

5. ASTM D4254-00 (2006) Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM International, West Conshohocken

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