【摘 要】
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In the present study,unconfined compressive strength(qu)values of two lime-treated soils(soil 1 and 2)with curing times of 28 d,90 d and 360 d were optimized.Th
【机 构】
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DepartmentofCivilConstruction
【基金项目】
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the Federal University of Technology-Parana, to the CAPES, CNPq,Fundacao Araucaria do Parana in Brazil for financial support.