Predicting the Erosion Rate of Chemically Treated Soil Using a Process Simulation Apparatus for Internal Crack Erosion

Author:

Indraratna Buddhima1234,Muttuvel Thevaragavan1234,Khabbaz Hadi1234,Armstrong Robert1234

Affiliation:

1. Professor of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, NSW 2522, Australia (corresponding author). E-mail: indra@uow.edu.au

2. Ph.D. Candidate, Faculty of Engineering, Univ. of Wollongong, NSW 2522, Australia.

3. Lecturer, Faculty of Engineering, Univ. of Wollongong, NSW 2522, Australia.

4. Senior Principal, CHEMSTAB Consulting Pty Ltd., Horsley, NSW 2530, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference20 articles.

1. Pore and eroding fluid influences on surface erosion on soil;Arulanandan K.;J. Geotech. Engrg. Div.,1975

2. Biggs A. J. W. and Mahony K. M. (2004). “Is soil science relevant to road infrastructure?” Proc. 13th Int. Soil Conservation Organization Conf. (ISCO)—Brisbane Conserving Soil and Water for Society: Sharing Solutions Brisbane Australia Paper No. 410.

3. Christensen R. W. and Das B. M. (1973). “Hydraulic erosion of remolded cohesive soils.” Soil Erosion: Causes and Mechanisms; Prevention and Control Special Rep. No. 135 Highway Research Board Washington D.C. 8–19.

4. Dispersive clay in irrigation dams in Thailand;Cole B. A.;ASTM Spec. Tech. Publ.,1977

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