正文
《结构与土木工程前沿(英文)》 >> 2012年 第6卷 第4期 doi: 10.1007/s11709-012-0178-2
Development of a constitutive model for rockfills and similar granular materials based on the disturbed state concept
Department of the Civil Engineering, The University of Guilan, Rasht, Iran
摘要
关键词
constitutive model ; granular material ; rockfill ; plasticity ; disturbed state concept ; stress level
正文