Closure to "Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand"

被引:0
作者
Zhang, Xing [1 ]
Zhou, Bo [2 ]
Wu, Ziyang [3 ]
Wang, Huabin [3 ]
机构
[1] Nanyang Technol Univ, Huazhong Univ Sci & Technol, Singapore 639798, Singapore
[2] Huazhong Univ Sci & Technol, Sch Civil & Hydraul Engn, Wuhan 430074, Peoples R China
[3] Huazhong Univ Sci & Technol, Sch Civil & Hydraul Engn, Wuhan 430074, Peoples R China
关键词
D O I
10.1061/IJGNAI.GMENG-11838
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页数:3
相关论文
共 4 条
[1]  
[Anonymous], 2017, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
[2]   Three-dimensional pore characteristics and permeability properties of calcareous sand with different particle sizes [J].
Fan, Zhihan ;
Hu, Cong ;
Zhu, Qianlin ;
Jia, Yonggang ;
Zuo, Dianjun ;
Duan, Zhibo .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (03) :2659-2670
[3]   Insight into the mechanism of microbially induced carbonate precipitation treatment of bio-improved calcareous sand particles [J].
Zhou, Bo ;
Zhang, Xing ;
Wang, Jianfeng ;
Wang, Huabin ;
Shen, Jiawei .
ACTA GEOTECHNICA, 2023, 18 (02) :985-999
[4]   Particle classification and intra-particle pore structure of carbonate sands [J].
Zhou, Bo ;
Ku, Quan ;
Wang, Huabin ;
Wang, Jianfeng .
ENGINEERING GEOLOGY, 2020, 279