Modeling the Salinity Effect on the Water Retention Curve of Geosynthetic Clay Liner (GCL) on the Drying Path

Author:

Zeng Zhenming1,Lu Yi1,Wan Tong1,Lin Shan2,Nong Xingzhong2,Sun Jiajun1

Affiliation:

1. School of Civil Engineering, Guangzhou University, Guangzhou 510623, China

2. Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010, China

Abstract

The water retention curve (WRC) of a geosynthetic clay liner (GCL) is influenced by the presence of exchangeable cations in the leachate during changes in water content in a landfill construction. This research aims to investigate the impact of salinity on the WRC of GCL. To measure the WRC of GCL under different sodium chloride (NaCl) concentrations on the drying path, a chilled-mirror dew-point device capable of controlling the GCL’s volume was employed. Additionally, the dry state microstructure of the GCL was examined using electron microscopy. The test outcomes indicate that GCL hydrated with higher salinity has greater suction at the same water content during drying. This influence can be attributed to changes in salinity and the precipitation of NaCl crystals within the bentonite when water evaporates, which in turn affects the bentonite’s microstructure and leads to increased matric suction. By introducing the Fredlund and Xing model and parameter relationship, it is possible to predict the WRC of GCL under salinity effects after measuring the WRC under different salinity conditions on the drying path.

Funder

National Natural Science Foundation of China

Ministry of Housing and Urban Rural Development

Publisher

MDPI AG

Subject

General Materials Science

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