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author:

Liu, Y. (Liu, Y..) [1] | Feng, S. (Feng, S..) [2] (Scholars:冯嵩) | Liu, H. (Liu, H..) [3] (Scholars:刘红位)

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Scopus

Abstract:

Wetting-drying cycles have a significant impact on the gas diffusion coefficient (Dp) and gas permeability (ka) of unsaturated soils. The soil volume change during wetting-drying cycles limits the application of the traditional rigid-wall device for measuring ka and Dp, due to the gas preferential flow along the interface between soil and the rigid-wall container. Although flexible-wall devices for measuring ka are available, no such device exists for measuring Dp. Thus, the effects of wetting-drying cycles on Dp remain unclear, particularly for fine-grained soil. The present study developed a flexible-wall device to investigate the effects of a wetting-drying cycle on the Dp and ka of unsaturated soils. Both the flexible- and rigid-wall devices were adopted to measure ka and Dp of three soil types, including fine sand, silt and kaolin. The rigid-wall device could overestimate ka by up to approximately one order of magnitude, whereas it overestimated Dp by approximately 2-3 times. Regardless of ka and Dp, the difference in measurements between the rigid- and flexible-wall devices became more significant at a lower water content and along the drying path because of the gas preferential flow caused by soil shrinkage in the rigid-wall device. Accordingly, the kaolin exhibited the largest difference in ka and Dp as measured by the flexible- and rigid-wall devices because it had the largest clay minerals and the finest particle size, resulting in the largest volume shrinkage. The ka and Dp measured by the flexible-wall device along the drying path were generally larger than those along the wetting path, probably because of entrapped gas in the soil caused by water spray during wetting. © 2024 American Society of Civil Engineers.

Keyword:

Gas transport Measurement device Soil texture Soil volume change Wetting-drying cycles

Community:

  • [ 1 ] [Liu Y.]Xi'An Research Institute of High-tech, Shanxi, Xi'an, 710025, China
  • [ 2 ] [Feng S.]College of Civil Engineering, Fuzhou Univ., Fujian, Fuzhou, 350108, China
  • [ 3 ] [Liu H.]Zijin School of Geology and Mining, Fuzhou Univ., Fujian, Fuzhou, 350108, China
  • [ 4 ] [Liu H.]Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fujian Key Laboratory of Geohazard Prevention, Fujian, Fuzhou, 350108, China

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Source :

Journal of Geotechnical and Geoenvironmental Engineering

ISSN: 1090-0241

Year: 2024

Issue: 11

Volume: 150

3 . 9 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

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30 Days PV: 0

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