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Experimental study on soil-water characteristic curve for silty clay with desiccation cracks

  • J. H. Li*
  • , Z. Lu
  • , L. B. Guo
  • , L. M. Zhang
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • Shenzhen Foundation Co. Ltd
  • Hong Kong University of Science and Technology

Research output: Contribution to journalArticlepeer-review

Abstract

Cracks are ubiquitous in soils and can provide preferential pathways for rainfall infiltration and contaminant transport. The soil-water characteristic curve (SWCC) for a cracked soil is required when conducting seepage analysis. However, measuring SWCCs for cracked soils is difficult due to two reasons: (1) The presence of cracks leads to a significant change in the water content at extremely low suctions that cannot be controlled accurately; (2) The full development of cracks generally requires a large apparatus to accommodate the representative elementary volume of a crack network. This study aims to develop an experimental method to measure the SWCC for a silty clay with desiccation cracks. A large apparatus, 350 mm in diameter and 280 mm in height, was developed, which is capable of controlling extremely low suctions (< 0.01 kPa) at an accuracy of 0.005 kPa and accommodating a clay sample with fully developed crack networks. The crack development in the soil sample was observed, providing necessary parameters for the prediction of SWCCs based on a theoretical model for cracked soils. The drying and wetting SWCCs for a silty clay with desiccation cracks were measured in the suction range from 0.01 kPa to 300 kPa, and compared with the SWCCs predicted using the theoretical model.

Original languageEnglish
Pages (from-to)70-76
Number of pages7
JournalEngineering Geology
Volume218
DOIs
StatePublished - 23 Feb 2017
Externally publishedYes

Keywords

  • Crack
  • Hydraulic conductivity
  • Seepage
  • Soil-water characteristic curve
  • Unsaturated soil

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