contributor author | Huu Duc To | |
contributor author | Alexander Scheuermann | |
contributor author | Sergio A. Galindo-Torres | |
date accessioned | 2017-05-08T22:28:20Z | |
date available | 2017-05-08T22:28:20Z | |
date copyright | February 2016 | |
date issued | 2016 | |
identifier other | 46025386.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81161 | |
description abstract | Suffusion occurs when soil particles are loosened, detached, and transported away by seepage flow through a series of pores and pore constrictions. While traditional suffusion assessment methods are often based on particle size distribution analysis only, modern assessment methods are focused on constriction size distributions, which are derived from particle size distributions based on certain assumptions. This paper provides a new assessment method, which employs the probability of loose particles being transported to the next pore. The new approach can introduce the influence of an overlapping zone between the two fractions of loose particles and soil primary fabric. This overlapping zone was often overlooked in prior studies. The constriction size distribution of the primary fabric can be calculated approximately by two-dimensional or three-dimensional methods. The three-dimensional method used in the presented study even offers the opportunity to study the influence of particle arrangements on suffusion. The results of the new assessment methods show satisfactory agreement with experimental results. | |
publisher | American Society of Civil Engineers | |
title | Probability of Transportation of Loose Particles in Suffusion Assessment by Self-Filtration Criteria | |
type | Journal Paper | |
journal volume | 142 | |
journal issue | 2 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)GT.1943-5606.0001403 | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002 | |
contenttype | Fulltext | |