Factors affecting the swelling pressure for Jerash expansive soil

Author:

Masoud Talal,Alkherret Abdulrazzaq Jawish

Abstract

  In this study for factors effecting the swelling pressure of jerash expansive soils were investigated in this study, effect of initial dry density and effect of initial water content on the jerash expansive soil were investigated.It show that as the initial dry density decrease from 1.85 gm/cm3  to1.25 gm/cm3 , the swelling pressure also decrease are from 3.1  to 0.25gm/cm2   also it show that as the initial water content increase from 0%to 15% , the swelling pressure of jerash expansive soil decrease from 2.65 gm/cm2  to 1.35 gm/cm2  .  

Publisher

International Scholars and Researchers Association

Subject

General Medicine

Reference19 articles.

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3. Sambre Tejashri Ramesh ; Prof.Naik U. P. " Stabilization of Expansive Soil "International Journal of Engineering and Innovative Technology (IJET) Volume 5, Issue 12 ,June 2016

4. Wayllace, A. (n.d.). Volume change and swelling pressure of expansive clay in the crystalline swelling regime. doi:10.32469/10355/7110

5. Kerrane, J.P. (2011) What Are Expansive Soils. Benson & Associates PC, Golden. 7.Rosenbalm, D.C. (2013) Volume Change Behavior of Expansive soils Due to Wetting and Drying Cycles, Arizona. PhD Thesis, Arizona State University, Phoenix.

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