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논문 기본 정보

자료유형
학술저널
저자정보
Shooshpasha, Issa (Department of Civil Engineering, Faculty of Civil Engineering, Babol University of Technology) Shirvani, Reza Alijani (Department of Civil Engineering, Faculty of Civil Engineering, Babol University of Technology)
저널정보
테크노프레스 Geomechanics & engineering Geomechanics & engineering 제8권 제1호
발행연도
2015.1
수록면
17 - 31 (15page)

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An experimental program was performed to study the effects of cement stabilization on the geotechnical characteristics of sandy soils. Stabilizing agent included lime Portland cement, and was added in percentages of 2.5, 5 and 7.5% by dry weight of the soils. An analysis of the mechanical behavior of the soil is performed from the interpretation of results from unconfined compression tests and direct shear tests. Cylindrical and cube samples were prepared at optimum moisture content and maximum dry unit weight for unconfined compression and direct shear tests, respectively. Samples were cured for 7, 14 and 28 days after which they were tested. Based on the experimental investigations, the utilization of cemented specimens increased strength parameters, reduced displacement at failure, and changed soil behavior to a noticeable brittle behavior.

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