Contact Erosion at the Interface between Granular Coarse Soil and Various Base Soils under Tangential Flow Condition-Reference-Cited by-同舟云学术

Contact Erosion at the Interface between Granular Coarse Soil and Various Base Soils under Tangential Flow Condition

Published:2010-05 Issue:5 Volume:136 Page:741-750
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cyril Guidoux¹²³⁴,Yves-Henri Faure¹²³⁴,Rémi Beguin¹²³⁴,Chia-Chun Ho¹²³⁴

Affiliation:

1. LTHE, Grenoble Univ; and, Ingenieur, GeophyConsult, BP 231, 73374 Le Bourget du Lac Cedex, France.

2. LTHE, Grenoble Univ., BP 53, 38041 Grenoble Cedex 09, France (corresponding author).

3. Ph.D. Student, LTHE, Grenoble Univ., BP 53, 38041 Grenoble Cedex 09, France.

4. LTHE, Grenoble Univ.; and, Assistant Professor, Dept. of Civil Engineering, National Taipei Univ. of Technology, 1, Sec. 3, Chung-Hsiao East Road, Taipei, 106, Taiwan.

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.1943-5606.0000268

Reference37 articles.

1. Erosion rates of cohesive soils;Ariathurai R.;J. Hydr. Div.,1978

2. Bezuijen A. Klein-Bretteler M. and Bakker K. J. (1987). “Design criteria for placed block revetments and granular filters.” Proc. 2nd Int. Conf. on Coastal and Port Engineering in Developing Countries Nanjing Hydraulic Res. Inst. China Ocean Press Beijing.

3. The scaling law in the hole erosion test with a constant pressure drop

4. On the modelling of piping erosion

5. Erosionsverhalten geschichteten Bodens bei horizontaler Durchstromung;Brauns J.;Wasserwirtschaft,1985

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