Revisiting the One-Dimensional Compression Properties of Reconstituted Shiraz Clay Soil

被引：0
|
作者：
Ali Lashkari
Piltan Tabatabaie Shourijeh
Iman Memarzadeh
Md. Mizanur Rahman
机构：
[1] Shiraz University of Technology,Faculty of Civil and Environmental Engineering
[2] University of South Australia,UniSA STEM (Science, Technology, Engineering and Mathematics) and Strand Leader
来源：
Iranian Journal of Science and Technology, Transactions of Civil Engineering | 2024年 / 48卷
关键词：
Clay; One-dimensional compression; Water content; Liquid limit; Plastic limit; Void ratio; Compression index;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
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页码：363 / 375
页数：12
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