论文
代表性期刊论文
[1]Shi ZM,Zhang GD, Peng M, et al. Experimental Investigation on the Breaching Process of Landslide Dams with Differing Materials under Different Inflow Conditions, Materials, 2022, 15(6): 2029.
[2]Xiong X, Matsumoto T,Shi ZM, et al. Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading, Soils and Foundations, 2022, 62(5): 101200.
[3]Zhao F.,Shi ZM, Yu Set al. Fracture mechanics behaviors of fissured rock under dynamic loading: a review. Environ Earth Science, 2022, 81, 526.
[4]Liu L,Shi ZM, Tsoflias GP, et al. Detection of karst voids at pile foundation by full-waveform inversion of single borehole sonic data, Soil Dynamics and Earthquake Engineering, 2022, 152: 107048.
[5]Yang JT,Shi ZM, Peng M, et al. Quantitative risk assessment of two successive landslide dams in 2018 in the Jinsha River, China, Engineering Geology, 2022, 304: 106676.
[6]Zhou YY,Shi, ZM, Qiu T, et al. Failure characteristics of landslide dams considering dam formation features in laboratory experiments, Landslides, 2022, 19(10): 2379–2395.
[7]Shen DY,Shi ZM, Zheng, HC,et al. Effects of grain composition on the stability, breach process, and breach parameters of landslide dams, Geomorphology, 2022, 413: 108362.
[8]Zheng HC,Shi ZM, Peng M, et al. Amplification effect of cascading breach discharge of landslide dams, Landslides, 2022, 19(3): 573–587.
[9]石振明,周明俊,彭铭,等.崩滑型堰塞坝漫顶溃决机制及溃坝洪水研究进展,岩石力学与工程学报, 2021, 40(11): 2173–2188.
[10]郑鸿超,石振明,彭铭,等.崩滑碎屑体堵江成坝研究综述与展望,工程科学与技术, 2020, 52(02): 19–28.
专利
代表性发明专利:
[1]赵飞,石振明,俞松波,等.一种自复位抗震锚杆, CN217204139U.
[2]彭铭,沈丹祎,石振明,等.一种考虑渗流的土石料水槽冲刷试验装置, ZL2020 10684390.4
[3]石振明,刘鎏,陶凤娟,等.一种标准贯入试验触探杆前端量测分析系统及方法,CN201710670642.6
[4]刘鎏,石振明,陶凤娟,等.钻孔桩成孔质量检测装置及方法, CN201610983056.2
[5]刘鎏,石振明,张义平,等.隧道地质三维地震反射震电一体化超前探测装置及方法, CN201610960824.2
[6]刘鎏,石振明,刘春生,等.一种钻孔超声波反射三维探测装置及方法, CN201510688084.7