Geomechanics and Engineering

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Experimental study on water exchange between crack and clay matrix

  • Song, Lei (Department of Civil and Environmental Engineering, Shenzhen Graduate School, Harbin Institute of Technology) ;
  • Li, Jinhui (Department of Civil and Environmental Engineering, Shenzhen Graduate School, Harbin Institute of Technology) ;
  • Garg, Ankit (Department of Civil Engineering, Indian Institute of Technology) ;
  • Mei, Guoxiong (Department of Civil Engineering, Guangxi University)
  • Received : 2016.09.07
  • Accepted : 2017.07.24
  • Published : 2018.02.28
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Abstract

Cracks in soil provide significant preferential pathways for contaminant transport and rainfall infiltration. Water exchange between the soil matrix and crack is crucial to characterize the preferential flow, which is often quantitatively described by a water exchange ratio. The water exchange ratio is defined as the amount of water flowing from the crack into the clay matrix per unit time. Most of the previous studies on the water exchange ratio mainly focused on cracked sandy soils. The water exchange between cracks and clay matrix were rarely studied mainly due to two reasons: (1) Cracks open upon drying and close upon wetting. The deformable cracks lead to a dynamic change in the water exchange ratio. (2) The aperture of desiccation crack in clay is narrow (generally 0.5 mm to 5 mm) which is difficult to model in experiments. This study will investigate the water exchange between a deformable crack and the clay matrix using a newly developed experimental apparatus. An artificial crack with small aperture was first fabricated in clay without disturbing the clay matrix. Water content sensors and suction sensors were instrumented at different places of the cracked clay to monitor the water content and suction changes. Results showed that the water exchange ratio was relatively large at the initial stage and decreased with the increasing water content in clay matrix. The water exchange ratio increased with increasing crack apertures and approached the largest value when the clay was compacted at the water content to the optimal water content. The effective hydraulic conductivity of the crack-clay matrix interface was about one order of magnitude larger than that of saturated soil matrix.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

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