contributor author | Ernest Heymsfield | |
date accessioned | 2017-05-08T20:32:29Z | |
date available | 2017-05-08T20:32:29Z | |
date copyright | April 1999 | |
date issued | 1999 | |
identifier other | %28asce%290733-9402%281999%29125%3A1%2818%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19082 | |
description abstract | This paper investigates the susceptibility of soil to liquefaction using a probabilistic approach. In order to determine the factor of safety against the potential for liquefaction, a Monte Carlo approach to the probabilistic determination of liquefaction is used instead of the traditional deterministic approach. In the proposed approach, variability is considered in the properties of the soil and in the control motion. Final results are given in terms of probability of occurrence. The approach described in this paper is applied to a homogeneous sand profile and to an actual site with a soil profile that includes both sand and clay. Parameters that may be significant for the occurrence of liquefaction are investigated for these particular examples. | |
publisher | American Society of Civil Engineers | |
title | Probabilistic Approach for Determination of Liquefaction Potential | |
type | Journal Paper | |
journal volume | 125 | |
journal issue | 1 | |
journal title | Journal of Energy Engineering | |
identifier doi | 10.1061/(ASCE)0733-9402(1999)125:1(18) | |
tree | Journal of Energy Engineering:;1999:;Volume ( 125 ):;issue: 001 | |
contenttype | Fulltext | |