Show simple item record

contributor authorYangui Zhu
contributor authorJian Gong
contributor authorZhihong Nie
date accessioned2022-01-30T21:45:19Z
date available2022-01-30T21:45:19Z
date issued9/1/2020 12:00:00 AM
identifier other%28ASCE%29GM.1943-5622.0001792.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268779
description abstractThis paper examines the influences of the size ratio and fines content on Young's modulus and the shear modulus of binary mixtures using the discrete element method. The moduli were gained by numerical simulations of drained triaxial compression tests. The contribution of each contact type is quantified, and the results indicate that the moduli are controlled by the combined action of various contact types. The analysis of microscopic characteristics shows that the moduli rely on the modified void ratio and 2/3 power of the modified volume-weighted coordination number. Additionally, a good relationship among the normalized modulus, the volume-weighted coordination number, and the peak friction angle is found.
publisherASCE
titleNumerical Investigation of the Elastic Properties of Binary Mixtures as a Function of the Size Ratio and Fines Content
typeJournal Paper
journal volume20
journal issue9
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001792
page11
treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record