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CONSOLIDATION CHARACTERISTICS OF TREATED MARINE CLAY FOR FOUNDATION SOIL BEDS

机译:地基土床处理海泥的固结特性

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In general, the soils which exist in the coastal corridors are Soft Marine Clays, formed by the deposits and these are generally weak and highly compressible in nature. The present study deals with the strength characteristics of the untreated and treated marine clay collected from Kakinada Sea Port Ltd, Kakinada, A.P, India. The Consolidation properties, and the strength properties of the untreated and treated Marine Clay with effect of GBFS, Calcium Chloride, Ferric Chloride and Lime has been determined in this study and the detailed test results are also discussed.
机译:通常,沿海走廊中存在的土壤是软海洋粘土,由沉积物形成,并且这些土壤通常是软弱的,并且可压缩性很高。本研究涉及从印度A.P. Kakinada的Kakinada Sea Port Ltd收集的未经处理和处理过的海洋粘土的强度特性。在本研究中确定了未处理和处理过的海洋粘土在GBFS,氯化钙,氯化铁和石灰的作用下的固结性能和强度性能,并讨论了详细的测试结果。

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