|
[1] 郭吉葵.陕西省水利水电工程地质灾害风险评价研究[D].西安:长安大学,2020.
[2] 邓建辉,韦晓,戴仕贵,等.泸定地震诱发灾害特征分析[J].工程科学与技术,2024,56(1):117-126.
[3] 谢斌,高桂山,黄志勇,等.机器学习实现崩塌落石微震信号自动化检测和分类[J].大地测量与地球动力学,2025(6):654-660.
[4] 陈垦,欧鸥,杨长志,等.基于改进YOLOX的落石检测方法[J].计算机测量与控制,2023,31(11):53-59.
[5] 徐成伟,张德强,张昊,等.基于雷达与视频分析技术的铁路崩塌落石自动监测报警系统设计与实现[J].铁路计算机应用,2017,26(11):22-27.
[6] 龙学军,高枫.基于机器视觉的高速道路落石检测[J].中国交通信息化,2021(7):131-133.
[7] 刘林芽,吴送英,左志远,等.基于YOLOv3算法的山区铁路边坡落石检测方法研究[J].计算机科学,2021,48(S2):290-294.
[8]Yu A J,Fan H R,Xiong Y H,et al.LHB-YOLOv8:An Optimized YOLOv8 Network for Complex Background Drop Stone Detection[J].Applied Sciences,2025,15(2):737.
[9]Zhang X L,Fu Q,Li Y G,et al.A Dynamic Detection Method for Railway Slope Falling Rocks Based on the Gaussian Mixture Model Segmentation Algorithm[J].Applied Sciences,2024,14(11):4454.
[10] 彭朋,高浪超,李家春.基于改进Yolov8-GCB的公路落石检测方法[J].长安大学学报(自然科学版),2025,45(2):24-35.
[11] 高切,李登华,丁勇.基于M-DBT框架的岩质边坡落石跟踪算法研究[J].水利水运工程学报,2024(3):166-176.
[12] 刘孜学,王富斌,虞凯.基于改进 YOLOv3 的铁路落石检测方法研究与实现[J].高速铁路技术,2022,13(3):52-56,80.
[13] 姬中民,孙军红,伍法权,等.高陡路堑岩质边坡潜在落石灾害评估及防护建议[J].中国公路学报,2023,36(10):119-130.
[14] 胡昊,史天运,关则彬.融合混合注意力和改进YoloX的铁路落石检测方法[J].电子测量技术,2022,45(20):110-116.
[15] 赵天豪.基于离散元的滚石运动特征参数及其防护措施研究[D].西安:西安理工大学,2023.
[16] 赵书锋.九寨沟景区某崩塌落石运动轨迹的理论预测[J].自然灾害学报,2024,33(6):48-58.
[17] 刘飞跃,杨天鸿,朱万成,等.基于落石视频监测的露天矿岩质边坡临滑预警研究[J].岩土工程学报,2025(4):792-800.
[18] 冯亮,张振.微震技术在崩塌落石监测预警应用的研究进展[J].工程地质学报,2024,32(2):545-564.
[19] Gantimurova S,Parshin A.Combined Methodology for Rockfall Susceptibility Mapping Using UAV Imagery Data[J].Remote Sensing,2024,16(1):177.
[20] Butcher B,Walton G,Kromer R,et al.High-Temporal-Resolution Rock Slope Monitoring Using Terrestrial Structure-from-Motion Photogrammetry in an Application with Spatial Resolution Limitations[J].Remote Sensing,2024,16(1):66.
[21] Bolkas D,Walton G,Kromer R,et al.Registration of multiplatform point clouds using edge detection for rockfall monitoring[J].ISPRS Journal of Photogrammetry and Remote Sensing,2021,175:366-385.
[22] Tian R L,Shi H M,Guo B Q,et al.Multi-scale object detection for high- speed railway clearance intrusion[J].Applied Intelligence,2021,52:3511-3526.
[23] Carlà T,Farina P,Intrieri E,et al.On the monitoring and early-warning of brittle slope failures in hard rock masses: Examples from an open-pit mine[J].Engineering Geology,2017,228:71-81.
[24] Pellicani R,Spilotro G,Van Westen C J.Rockfall trajectory modeling combined with heuristic analysis for assessing the rockfall hazard along the Maratea SS18 coastal road (Basilicata, Southern Italy)[J].Landslides,2016,13(5):985-1003.
[25] Torsello G,Vallero G,Milan L,et al.A Quick QGIS- Based Procedure to Preliminarily Define Time- Independent Rockfall Risk: The Case Study of Sorba Valley, Italy[J].Geosciences,2022,12(8):305.
|