Study of Critical Hydraulic Gradients for Seepage-Induced Failures in Granular Soils-Reference-Cited by-同舟云学术

Study of Critical Hydraulic Gradients for Seepage-Induced Failures in Granular Soils

Published:2019-07 Issue:7 Volume:145 Page:04019025
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Israr Jahanzaib¹,Indraratna Buddhima²

Affiliation:

1. Research Fellow, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia; Senior Lecturer, Dept. of Civil Engineering, Univ. of Engineering and Technology Lahore, Punjab 54890, Pakistan.

2. Distinguished Professor and Director of Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

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.1943-5606.0002062

Reference45 articles.

1. Triaxial shear behavior of a cement-treated sand–gravel mixture

2. A stress-controlled erosion apparatus for studying internal erosion in soils;Chang D. S.;ASTM Geotech. Test J.,2011

3. Critical Hydraulic Gradients of Internal Erosion under Complex Stress States

4. Experimental study on crack filling by upstream fills in dams

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