University of Khartoum

Geotechnical Aspects for Roads on Expansive Soils

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dc.contributor.author Zumrawi, Magdi M.E
dc.contributor.other Civil Engineering en_US
dc.date 2015-02
dc.date.accessioned 2016-04-25T09:11:22Z
dc.date.available 2016-04-25T09:11:22Z
dc.date.issued 2016-04-25
dc.date.submitted 2016
dc.identifier.uri http://khartoumspace.uofk.edu/handle/123456789/20782
dc.description.abstract This paper presents some issues of geotechnical investigation for roads built on expansive soils. The aim of the study is to provide road engineers with guidance on site investigation; field and laboratory identification of expansive soils. A clear understanding of the expansive subgrade soils behavior and their geotechnical characteristics has been of more interest to the study in order to assess properly the source of the swelling problem. Two case study sites, representative known problem-areas in Khartoum were carefully selected for geotechnical site investigation. The field exploration consisted of excavating trial pits and collecting soil samples from the subgrade. These soils were subjected to laboratory testing for measuring the particle size analysis, consistency, strength and swelling characteristics. The soils were found to have over 50% clay particles, high plasticity index more than 30% and high free swell index of 160% to 250%. The compacted samples were found to have swell potential of 7% to 15% coupled with high swelling pressure in excess of 90 kPa and low strength, CBR values less than 4%. General conclusions have been drawn from the study findings en_US
dc.language.iso en en_US
dc.publisher University of Khartuom en_US
dc.subject Expansive soils en_US
dc.subject geotechnical en_US
dc.subject investigation en_US
dc.subject swelling en_US
dc.subject subgrade en_US
dc.title Geotechnical Aspects for Roads on Expansive Soils en_US
dc.type Publication en_US
dc.Faculty Engineering en_US


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