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Information Journal Paper

Title

Identification and Stabilization of Dispersive Soils: Case Study of Water Transfer Canal of Simindasht-Garmsar

Pages

  7-9

Abstract

 Introduction: In some soils, special phenomena happen with increases in their moisture content that sometimes inflict major damages on development projects. Dispersive soils are one type of such soils. The physico-chemical properties of the particles in Dispersive soils cause them to disperse and separate from each other upon contact with water. If dispersive clays are not accurately identified, they will cause damages and failures. In the Simin Dasht region of Semnan Province, some hydraulic structures have incurred serious damages because they are located on Dispersive soils.

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  • Cite

    APA: Copy

    Haddad, Abdolhosein, JAVDANIAN, HAMED, & Ebrhimpour, Faezeh. (2017). Identification and Stabilization of Dispersive Soils: Case Study of Water Transfer Canal of Simindasht-Garmsar. JOURNAL OF ENGINEERING GEOLOGY, 11(1 ), 7-9. SID. https://sid.ir/paper/366885/en

    Vancouver: Copy

    Haddad Abdolhosein, JAVDANIAN HAMED, Ebrhimpour Faezeh. Identification and Stabilization of Dispersive Soils: Case Study of Water Transfer Canal of Simindasht-Garmsar. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2017;11(1 ):7-9. Available from: https://sid.ir/paper/366885/en

    IEEE: Copy

    Abdolhosein Haddad, HAMED JAVDANIAN, and Faezeh Ebrhimpour, “Identification and Stabilization of Dispersive Soils: Case Study of Water Transfer Canal of Simindasht-Garmsar,” JOURNAL OF ENGINEERING GEOLOGY, vol. 11, no. 1 , pp. 7–9, 2017, [Online]. Available: https://sid.ir/paper/366885/en

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