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Usually, constructors built on clay-rich soils are subjected to settlement due to compressive deformation as a result of decreasing in void space that due to rearrangement of clayey-sized grain. Settlement of the clay-rich soil leads to damage in constructions owing to decreasing in ground stability. The settlement potentiality of clay soils was increasing with increasing of both clayey-sized material content and plasticity index. The studied clay soil samples are classified as high plasticity clays (CH) and inorganic silts of high compressibility (MH). The mV-values of the studied soil samples are ranging from 0.00305cm2/gm and 0.02cm2/gm and from 0.00263cm2/gm to 0.08389 cm2/gm for clay-soil samples and silty soil samples respectively.
SETTLEMENT POTENTIALITY ANALYSIS OF CLAY SOILS, NORTH JEDDAH, SAUDI ARABIA
SETTLEMENT POTENTIALITY ANALYSIS OF CLAY SOILS, NORTH JEDDAH, SAUDI ARABIA
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Usually, constructors built on clay-rich soils are subjected to settlement due to compressive deformation as a result of decreasing in void space that due to rearrangement of clayey-sized grain. Settlement of the clay-rich soil leads to damage in constructions owing to decreasing in ground stability. The settlement potentiality of clay soils was increasing with increasing of both clayey-sized material content and plasticity index. The studied clay soil samples are classified as high plasticity clays (CH) and inorganic silts of high compressibility (MH). The mV-values of the studied soil samples are ranging from 0.00305cm2/gm and 0.02cm2/gm and from 0.00263cm2/gm to 0.08389 cm2/gm for clay-soil samples and silty soil samples respectively.
SETTLEMENT POTENTIALITY ANALYSIS OF CLAY SOILS, NORTH JEDDAH, SAUDI ARABIA
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