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Information Journal Paper

Title

THE INTERACTION OF LIME AND SODIUM CHLORIDE IN FINE GRAINED SOILS WITH LOW PLASTIC INDEX

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  0-0

Abstract

 The results of testing unconfined COMPRESSIVE STRENGTH show that in case of existing SODIUM CHLORIDE, the sample’s strength will decrease after 7 days, but increases after 28 days. Of course this happens by low amount of SODIUM CHLORIDE, i.e. <3%, otherwise the strength decreases. The existence of SODIUM CHLORIDE salt in soil causes the increase of LIME effect and intensifies the increasing of COMPRESSIVE STRENGTH, resultant of poozolanic reaction. By increasing LIME amount, the effect of SODIUM CHLORIDE decreases and also by increasing the SODIUM CHLORIDE percentage, relative COMPRESSIVE STRENGTH of samples decreases. Generally up to 3 percent SODIUM CHLORIDE, the increasing of LIME effect on soil strength is considerable.

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APA: Copy

DAVOUDI, M.H., & KABIR, E.. (2010). THE INTERACTION OF LIME AND SODIUM CHLORIDE IN FINE GRAINED SOILS WITH LOW PLASTIC INDEX. JOURNAL OF GEOTECHNICAL GEOLOGY (APPLIED GEOLOGY), 6(3), 0-0. SID. https://sid.ir/paper/360709/en

Vancouver: Copy

DAVOUDI M.H., KABIR E.. THE INTERACTION OF LIME AND SODIUM CHLORIDE IN FINE GRAINED SOILS WITH LOW PLASTIC INDEX. JOURNAL OF GEOTECHNICAL GEOLOGY (APPLIED GEOLOGY)[Internet]. 2010;6(3):0-0. Available from: https://sid.ir/paper/360709/en

IEEE: Copy

M.H. DAVOUDI, and E. KABIR, “THE INTERACTION OF LIME AND SODIUM CHLORIDE IN FINE GRAINED SOILS WITH LOW PLASTIC INDEX,” JOURNAL OF GEOTECHNICAL GEOLOGY (APPLIED GEOLOGY), vol. 6, no. 3, pp. 0–0, 2010, [Online]. Available: https://sid.ir/paper/360709/en

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