Cyclic shear characteristics of granite residual soil-geogrid interface with different water contents
Civil Engineering|更新时间:2025-11-14
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Cyclic shear characteristics of granite residual soil-geogrid interface with different water contents
“In the study of the mechanical properties of residual granite soil reinforced with geogrids, cyclic shear tests were conducted to reveal the effects of moisture content, vertical stress, shear frequency, and amplitude on the characteristics of the reinforced soil interface, providing scientific basis for engineering applications.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 3, Pages: 58-65(2025)
作者机构:
1.广州环保投资集团有限公司,广州 511300
2.上海大学 力学与工程科学学院,上海 200444
3.广州环投增城环保能源有限公司,广州 511300
作者简介:
ZHOU Weidong (1968- ), senior engineer, main research interest: engineering management and environmental engineering, E-mail: zhouweidong@gzepi.com.cn.
LIU Feiyu (corresponding author), professor, doctorial supervisor, E-mail: lfyzju@shu.edu.cn.
基金信息:
National Natural Science Foundation of China(52078285;52378355)
ZHOU Weidong,CHEN Shuqi,LIU Feiyu,et al.Cyclic shear characteristics of granite residual soil-geogrid interface with different water contents[J].Journal of Civil and Environmental Engineering,2025,47(03):58-65.
ZHOU Weidong,CHEN Shuqi,LIU Feiyu,et al.Cyclic shear characteristics of granite residual soil-geogrid interface with different water contents[J].Journal of Civil and Environmental Engineering,2025,47(03):58-65. DOI: 10.11835/j.issn.2096-6717.2023.053.
Cyclic shear characteristics of granite residual soil-geogrid interface with different water contents