An Evaluation of Vertical Dynamic Stress Attenuation for Compacted Coarse-Grained Soils

An Evaluation of Vertical Dynamic Stress Attenuation for Compacted Coarse-Grained Soils

Coarse-grained soil (CGS), as a filler with the characteristics of high bearing capacity but difficult compaction for embankment construction, requires an appropriate thickness of a single compaction layer according to the influence depth of vertical dynamic stress. In this paper, a numerical analys...

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Bibliographic Details
Main Authors:	Wenbing Wang, Yang Pu, Donglin Shu, Kuangbiao Sun, Mingjing Fang
Format:	Article
Language:	English
Published:	Yildiz Technical University 2022-09-01
Series:	Journal of Sustainable Construction Materials and Technologies
Subjects:	test and evaluation; dynamic stress attenuation; numerical simulation; coarse-grained soil; particle composition test and evaluation dynamic stress attenuation numerical simulation coarse-grained soil particle composition
Online Access:	https://dergipark.org.tr/tr/download/article-file/2532952

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