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contributor authorHasan Al‐Sanad
contributor authorBasel Al‐Bader
date accessioned2017-05-08T20:35:35Z
date available2017-05-08T20:35:35Z
date copyrightDecember 1990
date issued1990
identifier other%28asce%290733-9410%281990%29116%3A12%281797%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20578
description abstractLeaching of calcareous soils due to dewatering is a problem that needs to be addressed because of the cemented nature of Kuwait soils and the numerous projects that incorporate pumping water from the ground. A laboratory investigation is initiated to understand the process of leaching of cementing salts and to study the factors controlling it. Leaching is found to be directly proportional to both soil density and percentage of fines. The flow rate has an insignificant effect, although brackish water has slightly less leaching capability than distilled water. Throughout the testing program the leaching process became essentially complete after a volume of water equivalent to approximately 3.5 times the pore volume passed through the soil.
publisherAmerican Society of Civil Engineers
titleLaboratory Study on Leaching of Calcareous Soil from Kuwait
typeJournal Paper
journal volume116
journal issue12
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1990)116:12(1797)
treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 012
contenttypeFulltext


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