Experimental investigation of the influence of relative effective diameter on the ultimate shear strength of partially saturated granular soils

IF 0.5 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

Acta Geotechnica Slovenica Pub Date : 2020-06-01 DOI:10.18690/actageotechslov.17.1.56-70.2020

Khayreddine Doumi, M. Belkhatir, A. C. Taiba, Y. Mahmoudi, W. Baille

引用次数: 7

查看原文本刊更多论文

相对有效直径对部分饱和颗粒土极限抗剪强度影响的试验研究

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Acta Geotechnica Slovenica 地学-工程：地质

CiteScore

1.20

自引率

0.00%

发文量

审稿时长

>12 weeks

期刊介绍： ACTA GEOTECHNICA SLOVENICA aims to play an important role in publishing high-quality, theoretical papers from important and emerging areas that will have a lasting impact on fundamental and practical aspects of geomechanics and geotechnical engineering. ACTA GEOTECHNICA SLOVENICA publishes papers from the following areas: soil and rock mechanics, engineering geology, environmental geotechnics, geosynthetic, geotechnical structures, numerical and analytical methods, computer modelling, optimization of geotechnical structures, field and laboratory testing. The journal is published twice a year.