TY - JOUR
T1 - Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths
AU - Tincopa, Mayu
AU - Bouazza, Abdelmalek
N1 - Funding Information:
This research project was supported by the Australian Research Council's Discovery Projects funding scheme (project number DP190100919 ). This support is gratefully acknowledged.
Publisher Copyright:
© 2021 Elsevier Ltd
Copyright:
Copyright 2021 Elsevier B.V., All rights reserved.
PY - 2021/10
Y1 - 2021/10
N2 - This paper presents a novel suction-controlled chamber that permits the determination of the full water retention curves of geosynthetic clay liners (GCLs) under non-uniform temperature-stress paths. It investigates field conditions encountered in brine ponds (low confining stress settings) and heap leach pads (high confining stress settings) during construction and operation stages. Consequently, the analysis of the moisture dynamics in a GCL was defined under the wetting path (construction) and drying path (operation). High vertical stresses were found to facilitate a more rapid water uptake as capillarity is established faster than at low, confined stresses. In general, the drying curves increase the water desorption over the suction range investigated due to the low water viscosity caused by high temperatures. The wetting of the GCL at 20 °C and drying at 70 °C under either low, confined stress (2 kPa) or high confining stress (130 kPa) shows a reduction in the volumetric water contents. Furthermore, on the drying path, the coupled effect of elevated temperature and high confining stress accelerates water desorption leading possibly to potential desiccation.
AB - This paper presents a novel suction-controlled chamber that permits the determination of the full water retention curves of geosynthetic clay liners (GCLs) under non-uniform temperature-stress paths. It investigates field conditions encountered in brine ponds (low confining stress settings) and heap leach pads (high confining stress settings) during construction and operation stages. Consequently, the analysis of the moisture dynamics in a GCL was defined under the wetting path (construction) and drying path (operation). High vertical stresses were found to facilitate a more rapid water uptake as capillarity is established faster than at low, confined stresses. In general, the drying curves increase the water desorption over the suction range investigated due to the low water viscosity caused by high temperatures. The wetting of the GCL at 20 °C and drying at 70 °C under either low, confined stress (2 kPa) or high confining stress (130 kPa) shows a reduction in the volumetric water contents. Furthermore, on the drying path, the coupled effect of elevated temperature and high confining stress accelerates water desorption leading possibly to potential desiccation.
KW - Geosynthetic clay liner
KW - Geosynthetics
KW - Temperatures
KW - Vertical stresses
KW - Water retention curves
UR - https://www.scopus.com/pages/publications/85110848503
U2 - 10.1016/j.geotexmem.2021.04.005
DO - 10.1016/j.geotexmem.2021.04.005
M3 - Article
AN - SCOPUS:85110848503
SN - 0266-1144
VL - 49
SP - 1270
EP - 1279
JO - Geotextiles and Geomembranes
JF - Geotextiles and Geomembranes
IS - 5
ER -