Variability of Fiber Reinforcement, Peel Strength, and Internal Shear Strength in Needle-Punched GCLs-Reference-Cited by-同舟云学术

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Variability of Fiber Reinforcement, Peel Strength, and Internal Shear Strength in Needle-Punched GCLs

Published:2021-03 Issue:3 Volume:147 Page:04020181
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ghazizadeh Shahin¹,Bareither Christopher A.²^ORCID

Affiliation:

1. Geotechnical Specialist, Wood Environment and Infrastructure Solutions, 2000 S. Colorado Blvd. # 2-1000, Denver, CO 80222.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: .

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.1943-5606.0002471

Reference31 articles.

1. Athanassopoulos C. and Z. Yuan. 2011. “Correlation between needle punch-reinforced geosynthetic clay liner peel strength and internal shear strength.” In Geo-Frontiers 2011: Advances in Geotechnical Engineering edited by J. Han and D. E. Alzamora 1922–1930. Reston VA: ASCE. https://doi.org/10.1061/41165(397)196.

2. Comparison of the adhesion and shear tensile strength of needle-punched GCLs

3. Shear strength behavior of geotextile/geomembrane interfaces

4. Direct shear testing of GCLs at elevated temperature and in a non-standard solution

5. Interface shear strength variability and its use in reliability-based landfill stability analysis

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2. Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface;Geotextiles and Geomembranes;2023-12

3. The Efect of Rich Synthetic Copper-rich Solution on Anti-seepage Dense Pre-hydration Geosynthetic Clay Liner;Journal of Wuhan University of Technology-Mater. Sci. Ed.;2023-06

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