F. Peyman
Phd student,Department of Civil Engineering, College of Engineering, Tehran Science and Research Branch, Islamic Azad University, Tehran, Iran. E-mail: [email protected]
[ 1 ] - Liquefied Residual Strength of Undrained Sand upon A Parametric Approach to Hypo-elastic Model
A parametric study approach evaluating drained/undrained behavior of sand has been developed as a simple/quick hypo-elastic model capable of being used in engineering applications. The volumetric interaction of sand grains behavior against pore water pressure induces the tendency of soil mass volume change to contract/dilate due to variation of effective mean stress on solid grain, pore water p...
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