Geosynthetic clay liners

A Bouazza - Geotextiles and Geomembranes, 2002 - Elsevier
Over the past decade, geosynthetic clay liners (GCLs) have gained widespread popularity
as a substitute for compacted clay liners in cover systems and composite bottom liners. They …

Durability of HDPE geomembranes

RK Rowe, HP Sangam - Geotextiles and Geomembranes, 2002 - Elsevier
This paper summarizes the basic concepts and mechanisms related to the durability of
HDPE geomembranes and discusses the factors influencing the service life of …

The 2000 RM Hardy Lecture: Full-scale hydraulic performance of soil bentonite and compacted clay liners

RP Chapuis - Canadian Geotechnical Journal, 2002 - cdnsciencepub.com
Les résultats d'essais de perméabilité en laboratoire et in situ peuvent servir à prédire le
débit de fuite total d'un tapis d'étanchéité en sol bentonite ou en argile. Cette prédiction …

[LIVRE][B] Barrier systems for waste disposal facilities

JR Booker, R Brachman, RM Quigley, RK Rowe - 2004 - taylorfrancis.com
The protection of groundwater and surface water from contamination by the escape of
contaminant from waste disposal is now an important consideration in many countries of the …

Clay materials used in construction

GM Reeves, I Sims, JC Cripps - 2006 - books.google.com
Concluding the trilogy on geological materials in construction, this authoritative volume
reviews many uses of clays, ranging from simple fills to sophisticated products …

Coupled thermo-hydro-mechanical model for porous materials under frost action: theory and implementation

Z Liu, X Yu - Acta Geotechnica, 2011 - Springer
This paper introduces the development and implementation of a multiphysical model to
simulate the coupled hydro-thermo-mechanical processes in freezing unsaturated porous …

Nonlinear seismic soil-structure interaction analysis of nuclear reactor building considering the effect of earthquake frequency content

D Van Nguyen, D Kim, DD Nguyen - Structures, 2020 - Elsevier
A three-dimensional nonlinear soil-structure interaction analysis is simulated in time domain
in order to evaluate the behavior of a nuclear reactor building under different earthquake …

Additives optimization for expansive soil subgrade modification based on Taguchi grey relational analysis

CC Ikeagwuani, JC Agunwamba, CM Nwankwo… - International journal of …, 2021 - Springer
Taguchi approach, which is an offline quality control optimization technique, was combined
with grey relational analysis (GRA) in this study to evaluate its effectiveness to optimize …

Geo-characterisation and properties of natural soils by in situ tests

F Schnaid - Proceedings of the 16th international conference on …, 2005 - ebooks.iospress.nl
Site characterisation and in situ test interpretation have been evolving from basic empirical
recommendations to a sophisticated area demanding a thorough knowledge of material …

Analytical solution to axisymmetric consolidation in unsaturated soils with linearly depth-dependent initial conditions

L Ho, B Fatahi, H Khabbaz - Computers and Geotechnics, 2016 - Elsevier
This paper introduces an analytical solution for the axisymmetric consolidation of
unsaturated soils subjected to constant external loading. The analytical procedure employs …