Effects of Sample Thickness and Shape on Cracking Patterns and Crack Depth in a Compacted Clay

Author:

Goodman C. Clay12,Vahedifard Farshid12

Affiliation:

1. Ph.D. Student, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

2. CEE Advisory Board Endowed Professor and Professor, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

Publisher

American Society of Civil Engineers

Reference27 articles.

1. Interpretation of Desiccation Soil Cracking in the Framework of Unsaturated Soil Mechanics;Al-Dakheeli H.;Geotech Eng J SEAGS & AGSSEA,2019

2. On the implications for LEFM of the three-dimensional aspects in some crack/surface intersection problems;Burton W. S.;International Journal of Fracture,1984

3. Salinity effects on cracking morphology and dynamics in 3-D desiccating clays

4. Demagistri, A., Ledesma Villalba, A., Cordero Arias, J. A., Moreno, R., Prat Catalán, P., and Jacinto, A. C. (2018). Effects of compaction on desiccation cracking of clayey soils. In Unsaturated Soils: UNSAT 2018: The 7th International Conference on Unsaturated Soils (pp. 1273–1278). The Hong Kong University of Science and Technology (HKUST).

5. Fleureau, J. M., Wei, X., Ighil-Ameur, L., Hattab, M., and Bicalho, K. V. (2015, November). Experimental study of the cracking mechanisms of clay during drying. In 15th Pan-American Conference on Soil Mechanics and Geotechnical Engineering (pp. 15–18). Amsterdam: IOS Press.

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