Optimum tensile strength of geomembrane liner for V-shaped anchor trenches using target reliabili...

Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste

W Gao, E Kavazanjian Jr, X Wu - Geotextiles and Geomembranes, 2022 - Elsevier
Tensile strain development in high-density polyethylene (HDPE) geomembrane (GMB) liner
systems in landfills was numerically investigated. A new constitutive model for municipal …
被引用次数：12 相关文章 所有 5 个版本

Machine-learning modelling of tensile force in anchored geomembrane liners

K Raviteja, K Kavya, R Senapati… - Geosynthetics …, 2023 - icevirtuallibrary.com
Geomembrane (GM) liners anchored in the trenches of municipal solid waste (MSW)
landfills undergo pull-out failure when the applied tensile stresses exceed the ultimate …
被引用次数：6 相关文章

Reliability based LRFD of geomembrane liners for v-shaped anchor trenches of MSW landfills

K Raviteja, BM Basha - International Journal of Geosynthetics and Ground …, 2018 - Springer
The main objective of design of V-shaped anchor trenches is to ensure safety against the
pullout failure in Geomembrane (GMB) liners efficiently. Uncertainties related to soil-liner …
被引用次数：4 相关文章 所有 3 个版本

Optimal reliability based design of V-shaped anchor trenches for MSW landfills

K Raviteja, BM Basha - Geosynthetics International, 2018 - icevirtuallibrary.com
Geomembrane liners that are installed in anchor trenches may experience pullout failure
when the applied tensile stress exceeds the allowable strength of the liner. Deterministic …
被引用次数：3 相关文章 所有 3 个版本