Impact of Underliner on the Local Deformation of HDPE Geomembranes-Reference-Cited by-同舟云学术

Impact of Underliner on the Local Deformation of HDPE Geomembranes

Published:2021-06 Issue:6 Volume:147 Page:06021004
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cen W. J.¹,Du X. H.²,Wang H.³,Yan J.⁴,Rahman M. S.⁵

Affiliation:

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

2. Postgraduate Student, College of Water Conservancy and Hydropower Engineering, Hohai Uni., 1 Xikang Rd., Nanjing 210098, China.

3. Postgraduate Student, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

4. Senior Engineer, Dept. of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100038, China.

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

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.1943-5606.0002533

Reference14 articles.

1. Gravel contacts and geomembrane strains for a GM/CCL composite liner

2. Short-Term Local Tensile Strains in HDPE Heap Leach Geomembranes from Coarse Overliner Materials

3. Geomembrane puncture and strains from stones in an underlying clay layer

4. Experimental investigations and constitutive modeling of cyclic interface shearing between HDPE geomembrane and sandy gravel

5. Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel