Response of High-Density Polyethylene Geomembrane–Sand Interfaces under Cyclic Shear Loading: Laboratory Investigation-Reference-Cited by-同舟云学术

Response of High-Density Polyethylene Geomembrane–Sand Interfaces under Cyclic Shear Loading: Laboratory Investigation

Published:2020-02 Issue:2 Volume:20 Page:04019166
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cen W. J.¹,Wang H.²,Yu L.²,Rahman M. S.³

Affiliation:

1. Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China; Experimental Teaching Center of Water Conservancy Projects, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Postgraduate Student, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001540

Reference36 articles.

1. Cyclic and Post-Cyclic Shear Behaviour of Interface between Geogrid and EPS Beads-Sand Backfill

2. Frictional behaviour of three critical geosynthetic interfaces

3. Interface Behavior from Suction-Controlled Direct Shear Test on Completely Decomposed Granitic Soil and Steel Surfaces

4. Laboratory Investigation of Shear Behavior of High-Density Polyethylene Geomembrane Interfaces

5. Monotonic and cyclic shear behaviour of geomembrane-sand interface

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