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Titlebook: Soil Behavior and Characterization of Geomaterials; Proceedings of India Kasinathan Muthukkumaran,Ravi Sankar Jakka,B. Soun Conference proc

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Effect of Sample Disturbance on Compressibility Parameters,st overconsolidation partly erased in the disturbed or not so perfect samples. Settlements for a given surcharge stress and layer thickness are then estimated for both disturbed and undisturbed states. Ratio of settlement based on disturbed state with respect to the undisturbed one is found to be gr
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,Compaction Characteristics of Fibre-Reinforced Expansive Soils—Plasticity Approach,index properties and IS standard and modified compaction tests were conducted on natural fine-grained expansive soils blended with variation in fibre percentage from 0.5 to 3%. The correlations were developed between liquid limit, plastic limit, shrinkage limit, plasticity index, and shrinkage index
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Parametric Study on Compaction Characteristics of Clay Sand Mixtures,arly between percentage fines, Atterberg limits, and compaction characteristics for artificial mix proportions. The developed correlations were used to predict the properties of natural soil samples, and the predicted and actual values are compared.
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Effect of Remoulding Water Content on Hydraulic Response of a Compacted Expansive Soil, rates and hydraulic conductivity, upon inundation of the compacted expansive soil specimens remoulded with water contents corresponding to dry and wet side of optimum water contents at the same standard Proctor compaction dry density. As expected at the end of swelling process, the swell magnitude
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GIS Mapping and Geostatistical Analysis of Dredged Soil Properties of Mangalam Reservoir,ysis. The initial characterization is done by conducting particle size distribution, Atterberg limits and specific gravity tests on various samples. The samples collected can be classified as low, intermediate, and high compressible silt and silty sand soil. Based on the laboratory test results, the
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