Improvement of Hole Erosion Test and Results on Reference Soils-Reference-Cited by-同舟云学术

Improvement of Hole Erosion Test and Results on Reference Soils

Published:2013-02 Issue:2 Volume:139 Page:330-339
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Haghighi Iman¹,Chevalier Christophe²,Duc Myriam³,Guédon Sylvine⁴,Reiffsteck Philippe⁴

Affiliation:

1. Ph.D. Candidate, Université Paris-Est, IFSTTAR, GER, F-75732 Paris, France.

2. Researcher, Université Paris-Est, IFSTTAR, GER, F-75732 Paris, France (corresponding author).

3. Researcher, Université Paris-Est, IFSTTAR, GER, F-75732 Paris, France.

4. Senior Researcher, Université Paris-Est, IFSTTAR, GER, F-75732 Paris, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000747

Reference40 articles.

1. Arulanandan K. Gillogley E. and Tully R. (1980). “Development of a quantitative method to predict critical shear stress and rate of erosion of natural undisturbed cohesive soils.” Technical Rep. GL-80-5 U.S. Army Engineers Waterways Experiment Station Vicksburg MS.

2. ASTM. (2006). “Standard test method for identification and classification of dispersive clay soils by the pinhole test.” D4647 West Conshohocken PA.

3. ASTM. (2007). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D698 West Conshohocken PA.

4. ASTM. (2011). “Standard test method for dispersive characteristics of clay soil by double hydrometer.” D4221 West Conshohocken PA.

5. Benahmed N. and Bonelli S. (2007). “Etude expérimentale de l’érosion interne d’une kaolinite.” Proc. 25e rencontre de l’AUGC Bordeaux France (in French).

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