Experimental study of XCC pile group penetration effect based on transparent soil model testing technique
Civil Engineering|更新时间:2024-11-22
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Experimental study of XCC pile group penetration effect based on transparent soil model testing technique
“In the field of construction, experts have explored the soil squeezing effect of XCC pile group pile sinking based on transparent soil tests, providing a new direction for the research of irregular piles.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 6, Pages: 107-115(2024)
作者机构:
重庆大学 山地城镇建设与新技术教育部重点实验室
土木工程学院,重庆 400045
作者简介:
HU Wenqiang (1994- ), main research interest: soft soil foundation reinforcement, E-mail: a15105208723@163.com.
ZHOU Hang (corresponding author), professor, doctorial supervisor, E-mail: zh4412517@163.com.
基金信息:
National Natural Science Foundation of China(51978105);Chongqing Graduate Student Research Innovation Project(CYS22056);Chongqing Science Fund for Distinguished Young Scholars(cstc2021jcyj-jqX0017)
HU Wenqiang,ZHOU Hang,LIU Hanlong.Experimental study of XCC pile group penetration effect based on transparent soil model testing technique[J].Journal of Civil and Environmental Engineering,2024,46(06):107-115.
HU Wenqiang,ZHOU Hang,LIU Hanlong.Experimental study of XCC pile group penetration effect based on transparent soil model testing technique[J].Journal of Civil and Environmental Engineering,2024,46(06):107-115. DOI: 10.11835/j.issn.2096-6717.2023.039.
Experimental study of XCC pile group penetration effect based on transparent soil model testing technique