发表论文
近3年代表性论文:
1 Liu Kaifu, Xu Shiyu, Feng Weiqiang, Xue Kairen, Li Yuxiao. Experimental study of geogrid role on long-term settlement in the geosynthetic-reinforced pile-supported embankment under traffic loading. Transportation Geotechnics, 2025, 54, 101631.
2 Wu Junpeng, Liu Kaifu*, Zhangjie. Reliability analysis on horizontal displacement of monopiles under cyclic loading using Einav-Randolph and response surface model. Ocean Engineering, 2025, 334, 121600.
3 Liu Kaifu, Xu Shiyu, Wan Zhangbo, Wen Minjie, Xue Kairen. Investigation on relationship of geogrid strain and settlement in the GRPS embankment under cyclic loading, Geotextiles and Geomembrance, 2025, 53(5): 1108-1121.
4 Liu Kaifu, Li Yuxiao, Feng Weiqiang, Xu Yuedong, Zhang Zhiqing. Physical model tests on the lateral cyclic behaviour of monopile in marine clay. Ocean Engineering, 2025, 329, 121114.
5 Liu Kaifu, Xu Shiyu, Wen Minjie, Feng Weiqiang, Zhang Zhiqing, Wan Zhangbo. Investigation on load sharing ratio of pile and soil in GRPS embankment with different pile types and geogrid layers under long-term cyclic loading. Transportation Geotechnics, 2025, 51, 101534.
6 Zhijie Jin, Kaifu Liu, Ernian Pan, Zhiqing Zhang, Chih-Ping Lin, Shuangbao Liu. Spherical indentation over multilayered transversely isotropic media with imperfect interfaces. International Journal of Mechanical Sciences, 2025, 287, 109902.
7 Liu Kaifu, Liu Shuangbao, Zhang Zhiqing, Pan Ernian, Jiang Qisong. Dynamic responses of transversely isotropic and layered elastic media with imperfect interfaces under moving loads. Transportation Geotechnics, 2024, 48, 101322.
8戴朴修, 刘开富*, 谢新宇, 徐越栋. 软基中多向受荷大直径单桩桩土相互作用试验. 浙江大学学报(工学版),2024,58(3): 570-578.
9 Liu Kaifu, Xue Kairen, Wen MinJie, Wang Lei. Investigation on the long-term strain of geogrid in the GRPS embankment under cyclic loading. Geosynthetic International, 2024,31(4): 440-454.
10 Liu Kaifu, Feng Weiqiang, Cai Yonghao, Xu Hui, Wu Peichen. Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading. Transportation Geotechnics,2023, 38: 100923
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