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Information Journal Paper

Title

EFFECTS OF SODIUM CHLORIDE SOLUTIONS ON SHEAR STRENGTH OF COMPACTED CLAYS

Pages

  13-21

Abstract

 The SHEAR STRENGTH of soils is an important aspect in many geotechnical problems. Problems such as the bearing capacity of shallow foundations and piles, the stability of the slopes of embankments, and lateral earth pressure on retaining walls. Furthermore, regarding brine spreading in the earth, there is always probability that the soils be exposed to brine. Therefore, recognition of behavior and interactions of soils due to the sodium chloride solutions can help us to take the best decision about these soils. In this study, the strength behavior of compacted clays exposed to brine in a short period of time and after 40 days regarding the effect of lateral pressure was explored and was differentiated with the sodium chloride permeation effects on SHEAR STRENGTH.

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    APA: Copy

    BIGLARI, M., & YASREBI, S.SH.A.D.. (2008). EFFECTS OF SODIUM CHLORIDE SOLUTIONS ON SHEAR STRENGTH OF COMPACTED CLAYS. MODARES TECHNICAL AND ENGINEERING, -(33 (SPECIAL ISSUE ON CIVIL ENGINEERING)), 13-21. SID. https://sid.ir/paper/25021/en

    Vancouver: Copy

    BIGLARI M., YASREBI S.SH.A.D.. EFFECTS OF SODIUM CHLORIDE SOLUTIONS ON SHEAR STRENGTH OF COMPACTED CLAYS. MODARES TECHNICAL AND ENGINEERING[Internet]. 2008;-(33 (SPECIAL ISSUE ON CIVIL ENGINEERING)):13-21. Available from: https://sid.ir/paper/25021/en

    IEEE: Copy

    M. BIGLARI, and S.SH.A.D. YASREBI, “EFFECTS OF SODIUM CHLORIDE SOLUTIONS ON SHEAR STRENGTH OF COMPACTED CLAYS,” MODARES TECHNICAL AND ENGINEERING, vol. -, no. 33 (SPECIAL ISSUE ON CIVIL ENGINEERING), pp. 13–21, 2008, [Online]. Available: https://sid.ir/paper/25021/en

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