@inproceedings{paperid:1070591,
author = {NASROLLAHI, SEYED MAHDI and Seyedi Hosseininia, Ehsan},
title = {Numerical Analyses with an Equivalent Continuum Constitutive Model for Reinforced Soils with Angled Bar Components},
booktitle = {China-Europe Conference on Geotechnical Engineering},
year = {2018},
location = {Vien},
keywords = {Reinforced soil; Anisotropy; Equivalent continuum model},
}