The short-term and creep mechanical behaviour of clayey soil-geocomposite drainage layer interfaces subjected to environmental loadings. Issue 2 (April 2022)

• Record Type: Journal Article
• Authors: Chao, Zhiming; Fowmes, Gary
• Is Part Of: Geotextiles and geomembranes. Volume 50:Issue 2(2022)
• Page Start: 238
• Page End: 248
• Publication Date: 2022-04
• Subjects: GDL Geocomposite Drainage Layer; Geosynthetics -- Geocomposite drainage layers -- Interface shear strength -- Creep -- Drying-wetting cycles -- Thermal cycle; Membranes (Technology) -- Periodicals; Membranes (Technology); Periodicals; Electronic journals; 624.189
• DOI: 10.1016/j.geotexmem.2021.10.004
• Languages: English
• ISSNs: 0266-1144

Abstract

Abstract: In this paper, to investigate the impact of environmental loadings on the short-term and creep mechanical characteristics of different types of clayey soil-Geocomposite Drainage Layers (GDL) interfaces, a series of rapid loading and creep shear tests were conducted on Mercia Mudstone Clay-GDL interfaces and Kaolin Clay-GDL interfaces subjected to drying-wetting cycles, thermal cycles and elevated temperature, etc, using a bespoke temperature and stress-controlled large direct shear apparatus. The experimental results indicate that, compared with the original specimens, the interfaces subjected to drying-wetting cycles, thermal cycles and elevated temperature, have lower peak shear strength and creep shear resistance. For example, under 25 kPa normal stress, the peak shear strength of original Mercia Mudstone Clay-GDL interfaces and Kaolin Clay-GDL interfaces falls by 11.91% and 10.11%, respectively, when subjected to 1 drying-wetting cycle. This can be ascribed to the weakening of interlocking effects and skin friction between soil and GDL caused by the softening of drainage core and geotextile fibres of GDL. The peak shear strength of clayey soil-GDL interfaces subjected to one drying-wetting cycle is lower than that subjected to one thermal cycle because of the reduction in the peak shear strength of clayey soil above GDL during drying-wetting cycles. The impact of drying alone on the decrease in the peak shear strength of clayey soil-GDL interfaces during drying cycles with heating is small, and the main influence factor is the elevated temperature. Highlights: Rapid loading direct shear tests and creep shear tests on clayey soil -GDL interfaces subjected to environmental loadings were performed. In-depth understanding of the mechanical responses of clayey soil-GDL interfaces under environmental loadings is demonstrated. The impacts of environmental factors on the short-term mechanical characteristics of clayey soil-GDL interfaces are analysed. The impacts of environmental factors on the creep mechanical characteristics of clayey soil-GDL interfaces are analysed.