Effect of Wetting-Drying Cycles on Desiccation Crack Pattern and Soil Behavior

Author:

Al-Jeznawi Duaa1,Sanchez Marcelo1,Al-Taie Abbas J.2

Affiliation:

1. Texas A&M University

2. Al-Nahrain University

Abstract

Cracking, shrinkage, and curling of soils, in general, take place due to drying. These deformations lead to many problems include the development of main paths for water flow and pollutant transport, reduction of soil strength (and impact on other mechanical properties of soils), erosion in slopes, landslides, increase infiltration capacity of the soil and the differential settlement problems. Few studies have investigated the effect of wetting-drying (W-D) cycles on desiccation cracks of soils. The effect of multiple wetting-drying cycles in the cracking behavior was investigated in this research by performing several wetting-drying (W-D) cycles on the initially saturated samples (of pure kaolinite and a mixture of kaolinite with bentonite) under the lab atmosphere (24 ± 1 °C, and 52 ± 2% of RH). The weight of each sample was monitored using a computerized scale (with an accuracy of 0.01 g) connected to the computer. During the test, the water evaporation path with the development of surface cracks and volume shrinkage was monitored by means of digital images. It was observed that the crack patterns changed during the initial cycles, but there was an equilibrium state in the third and fourth W-D cycles. Additionally, it was observed that the main cracks formed in the first dry path were virtually closed after 10 minutes of the second wetting path; in the meantime, small cracks (fissures) were initiated after this wetting process. It was, also, detected that soils with high plasticity required more W-D cycles to reach the equilibrium condition than soils with low plasticity. The results of these experiments are useful for understanding the effect of different seasons on soil behavior.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference13 articles.

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2. D.A. Al-Jeznawi, M. Sanchez, A.J. Al-Taie, M. Zielinsk, Experimental studies on curling development of artificial soils. Journal of Rock Mechanics and Geotechnical Engineering. https://doi.org/10.1016/j.jrmge.2019.02.006.

3. M.R. Lakshmikantha, Experimental and theoretical analysis of cracking in drying soils, Ph.D. Thesis, Department of Geotechnical Engineering, and Geosciences, Technical University of Catalonia, Barcelona, Spain, (2009).

4. H.Y. Fang, Introduction to environmental geotechnology, vol. 14 of New Directions in Civil Engineering. CRC Press, (1997).

5. B.A. Albrecht, C.H. Benson, Effect of desiccation on compacted natural clays, ASCE, Journal of Geotechnical and Geoenvironmental Engineering. 127 (1) (2001) 67-75.

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