Sentence examples for liner system is from inspiring English sources

Therefore, the aforementioned issues are investigated via a detailed parametric study, where the dynamic behaviour of the composite liner system is examined both analytically and numerically.

The effect of insulation on prolonging the service-life of a secondary geomembrane and, consequently, on contaminant transport through a liner system is examined for the case of a volatile organic compound (dichloromethane) found in landfill leachate.

The liner system was subject to a combination of coupled phenomena that could interact and affect the GMB GCL composite barrier performance.

Reliability-based analysis was carried out by performing several realizations of Monte-Carlo simulations and the statistical response of the output results including the moisture distribution, pore fluid pressures, landfill settlement, and interface shear response of the composite liner system were quantified.

An important issue that is often overlooked in the design of heap leach pad liner systems is the compatibility between geosynthetic materials (e.g. geomembrane, geopipe, geotextile, etc), native materials, ore, and operational conditions/restrictions.

The allowable strains of geosynthetic materials are discussed based on the results of tensile tests, and the corresponding design criteria for composite liner systems are proposed.

The tunnel liner EHT system is composed of four parts: heating cable, insulation layer, protective layer and fire protection layer.

A Gerstel MPS2 automatic liner exchange system was used to inject 1 μl of sample at 50°C (ramped to 250°C) in splitless mode with a 25-second splitless time.

The base liner of a clothing system is designed to wick the sweat and delay the onset of chilling.

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 environment but the geosynthetics can also be the weak interface, so analysis of seismic response and permanent deformation of landfill should be performed considering the influence of liner interface reasonably.

The 120° sector of the liner shell facing the ergodic coils system is removed and some additional holes in the liner are provisioned.