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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.
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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