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Abbas, Mohamed Farid, Shaker, Abdullah Ali, Al-Shamrani, Mosleh A. (2023) Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying. Journal of Rock Mechanics and Geotechnical Engineering, 15 (2) 486-499 doi:10.1016/j.jrmge.2022.05.015

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Reference TypeJournal (article/letter/editorial)
TitleHydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying
JournalJournal of Rock Mechanics and Geotechnical Engineering
AuthorsAbbas, Mohamed FaridAuthor
Shaker, Abdullah AliAuthor
Al-Shamrani, Mosleh A.Author
Year2023 (February)Volume15
Issue2
PublisherElsevier BV
DOIdoi:10.1016/j.jrmge.2022.05.015Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID15697836Long-form Identifiermindat:1:5:15697836:3
GUID0
Full ReferenceAbbas, Mohamed Farid, Shaker, Abdullah Ali, Al-Shamrani, Mosleh A. (2023) Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying. Journal of Rock Mechanics and Geotechnical Engineering, 15 (2) 486-499 doi:10.1016/j.jrmge.2022.05.015
Plain TextAbbas, Mohamed Farid, Shaker, Abdullah Ali, Al-Shamrani, Mosleh A. (2023) Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying. Journal of Rock Mechanics and Geotechnical Engineering, 15 (2) 486-499 doi:10.1016/j.jrmge.2022.05.015
In(2023, February) Journal of Rock Mechanics and Geotechnical Engineering Vol. 15 (2) Elsevier BV

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Abbas, Mohamed Farid, Elkady, Tamer Yehia, Al-Shamrani, Mosleh Ali (2015) Evaluation of strain and stress states of a compacted highly expansive soil using a thin-walled oedometer. Engineering Geology, 193. 132-145 doi:10.1016/j.enggeo.2015.04.012
Al-Mahbashi, Ahmed M., Al-Shamrani, Mosleh A., Abbas, Mohammad F. (2021) Hydromechanical behavior of unsaturated expansive clay under repetitive loading. Journal of Rock Mechanics and Geotechnical Engineering, 13 (5) 1136-1146 doi:10.1016/j.jrmge.2021.05.002
Abbas, Mohamed F., Elkady, Tamer Y., Al-Shamrani, Mosleh A. (2016) Effect of stress ratio on the volume change behavior of compacted highly expansive clay. Arabian Journal of Geosciences, 9 (2) doi:10.1007/s12517-015-2099-6
Elkady, Tamer Y., Abbas, Mohamed F., Shamrani, Mosleh A. (2016) Behavior of compacted expansive soil under multi-directional stress and deformation boundary conditions. Bulletin of Engineering Geology and the Environment, 75. 1741-1759 doi:10.1007/s10064-015-0839-1
Soltani, Amin, Deng, An, Taheri, Abbas, O'Kelly, Brendan C. (2022) Intermittent swelling and shrinkage of a highly expansive soil treated with polyacrylamide. Journal of Rock Mechanics and Geotechnical Engineering, 14 (1) 252-261 doi:10.1016/j.jrmge.2021.04.009
Dafalla, Muawia, Shaker, Abdullah, Al-Shamrani, Mosleh (2022) Use of the Dynamic Cone Penetrometer in Compacted Clay–Sand Layers. Applied Sciences, 12 (22) 11547 doi:10.3390/app122211547
Atahu, M.K., Saathoff, F., Gebissa, A. (2019) Strength and compressibility behaviors of expansive soil treated with coffee husk ash. Journal of Rock Mechanics and Geotechnical Engineering, 11 (2). 337-348 doi:10.1016/j.jrmge.2018.11.004
Fattah, Mohammed Y., Al-Lami, Aysar H.S. (2016) Behavior and characteristics of compacted expansive unsaturated bentonite-sand mixture. Journal of Rock Mechanics and Geotechnical Engineering, 8 (5). 629-639 doi:10.1016/j.jrmge.2016.02.005
Santos, Roberto Aguiar dos, Esquivel, Edmundo Rogério (2018) Saturated anisotropic hydraulic conductivity of a compacted lateritic soil. Journal of Rock Mechanics and Geotechnical Engineering, 10 (5). 986-991 doi:10.1016/j.jrmge.2018.04.005
Adem, Hana H., Vanapalli, Sai K. (2015) Review of methods for predicting in situ volume change movement of expansive soil over time. Journal of Rock Mechanics and Geotechnical Engineering, 7 (1). 73-86 doi:10.1016/j.jrmge.2014.11.002
Banik, Nilanjana, Sarkar, Rajib (2025) Effects of bacterial strains on undrained cyclic behavior of bio-cemented sand considering wetting and drying cycles. Journal of Rock Mechanics and Geotechnical Engineering, 17 (1). doi:10.1016/j.jrmge.2024.05.035
 
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