The implications of the tensile stress/strain developed in high density polyethylene (HDPE)
geomembranes (GMB) is explored in the context of a reduction in stress crack resistance …

A 17-year investigation of a geomembrane (GMB) aged at 55, 70 and 85° C in air, water and
leachate is reported. At test termination, the mechanical properties had only reached …

Geomembrane (GM) and geosynthetic clay liner (GCL) are extensively used in liner system
which are placed beneath the landfill to isolate waste material from the surrounding …

A numerical model to estimate the tensile strains (loads) of the geomembrane liner in the
waste containment facility due to waste settlement is presented. A centrifuge test of the …

Tensile strain development in high-density polyethylene (HDPE) geomembrane (GMB) liner
systems in landfills was numerically investigated. A new constitutive model for municipal …

Integrity of composite liner system is closely related to the serviceability of Municipal Solid
Waste (MSW) landfill and should be taken into account in the seismic design of landfill …

The development of tensile strains in geomembrane liners due to loading and waste
settlement in waste containment facilities is examined using a numerical model. Two …

A large scale centrifuge test of a geomembrane-lined landfill subject to waste settlement and
seismic loading was conducted to help validate a numerical model for performance based …

The objective of this study is to evaluate the effect of the geomembrane/geotextile interface
on the seismic response of small-to-moderate height structures. Three building models with …

Low permeability engineered landfill barriers often consist of a combination of geosynthetics
and mineral layers. Even though numerical modelling software is applied during the landfill …