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Information Journal Paper

Title

Permeability of Sand with Bentonite Slurry

Pages

  299-318

Keywords

Not Registered.

Abstract

 Bentonite has been used industrially in various construction projects. This material is used, due to its limited hydraulic conductivity, in some cases such as landfill, sealing walls and nuclear waste disposal tanks. Recently, many researchers have investigated the use of bentonite slurry systems for injection into granular soils under static and dynamic loading conditions in order to improve soil engineering performance. In this condition, bentonite slurry is deposited in a loose soil with low pressure and without disturbance in the structure of the soil under injection. Due to the nature of the thixotropy of the bentonite slurry, the injected material is deposited in the form of gel structures in the soil and leads to increasing soil resistance to static and dynamic loads. For suitable soil engineering properties in granular soil, the use of concentrated bentonite slurry is appropriate; high concentrations will limit the penetration of bentonite due to low soil permeability. In order to overcome this limitation, slurry rheological properties such as viscosity must be corrected in order to increase the depth of sand penetration. Other researchers observed that with the reduction of viscosity in the cement slurry with micro-size particles, the amount of its penetration in the sand column significantly increased....

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    • Cite

    APA: Copy

    Noori, Amir, ZIAIE MOAYED, REZA, & Hassanlourad, Mahmud. (2017). Permeability of Sand with Bentonite Slurry. JOURNAL OF ENGINEERING GEOLOGY, 11(2 ), 299-318. SID. https://sid.ir/paper/186263/en

    Vancouver: Copy

    Noori Amir, ZIAIE MOAYED REZA, Hassanlourad Mahmud. Permeability of Sand with Bentonite Slurry. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2017;11(2 ):299-318. Available from: https://sid.ir/paper/186263/en

    IEEE: Copy

    Amir Noori, REZA ZIAIE MOAYED, and Mahmud Hassanlourad, “Permeability of Sand with Bentonite Slurry,” JOURNAL OF ENGINEERING GEOLOGY, vol. 11, no. 2 , pp. 299–318, 2017, [Online]. Available: https://sid.ir/paper/186263/en

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