Discussion of "Experimental Study on Unconfined Compressive Strength of Rubberized Cemented Soil" by Jie He, Duanwei Guo, Dexin Song, Fangcheng Liu, Lei Zhang, and Qifeng Wen

被引:2
|
作者
He, Jie [1 ]
Guo, Duanwei [1 ]
Song, Dexin [2 ]
Liu, Fangcheng [1 ]
Zhang, Lei [1 ]
Wen, Qifeng [1 ]
Taiba, Abdellah Cherif [3 ]
Mahmoudi, Youcef [4 ]
Belkhatir, Mostefa [5 ]
机构
[1] Hunan Univ Technol, Coll Civil Engn, Zhuzhou 412007, Peoples R China
[2] Hunan Construct Engn Grp 2 Co Ltd, Changsha 410015, Peoples R China
[3] Hassiba Ben Bouali Univ, Lab Mat Sci & Environm, Lab Architecture Cities & Environm, BP 78C, Ouled Fares 02180, Chlef, Algeria
[4] Hassiba Ben Bouali Univ, Lab Mat Sci & Environm, BP 78C, Ouled Fares 02180, Chlef, Algeria
[5] Alexander von Humboldt Fdn, Berlin, Germany
关键词
UCS; Rubber content; Particle size; Ductility index; Cemented soils; DUCTILITY; BEHAVIOR;
D O I
10.1007/s12205-024-1998-z
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims to provide further elaboration on the main subject discussed in the recently published article titled "Experimental Study on Unconfined Compressive Strength of Rubberized Cemented Soil" in the KSCE Journal of Civil Engineering, authored by He et al. (2023). The intention here is to enhance the overall cohesion of the paper and render it more conducive to meaningful discussion.
引用
收藏
页码:1787 / 1789
页数:3
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    KSCE Journal of Civil Engineering, 2023, 27 : 4130 - 4140
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