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Development Characteristics and Damage Assessment of Hazardous Rockfalls at the Intersection of Mountain Roads: A Case Study of Bingyang Gulch in Baoxing County
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Ying LI1, Le ZHANG1, Xianbin YI1, Zhen GONG1, Hongbiao XU1, Sheng GUO2, Liangxi LI3, Zhengwei LIU4
Science Technology and Industry | 2025, 25(12) : 180 - 186
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Science Technology and Industry | 2025, 25(12): 180-186
Regional Practice
Development Characteristics and Damage Assessment of Hazardous Rockfalls at the Intersection of Mountain Roads: A Case Study of Bingyang Gulch in Baoxing County
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Ying LI1, Le ZHANG1, Xianbin YI1, Zhen GONG1, Hongbiao XU1, Sheng GUO2, Liangxi LI3, Zhengwei LIU4
Affiliations
  • 1 Sichuan Highway Planning, Survey, Design and Research Institute Ltd., Chengdu 610041, China
  • 2 Sichuan Provincial Transportation Key Project Work Center, Chengdu 610041, China
  • 3 Chengdu Engineering Co.Ltd., China Railway Fifth Bureau Group, Chengdu 610041, China
  • 4 Sichuan Road and Bridge Group Co.Ltd., Chengdu 610041, China
Published: 2025-06-25
Outline
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The terrain and geological conditions in the mountainous area of western Sichuan are complex and changeable. Dangerous rocks are mostly developed in high and steep slope sections, which pose a serious threat to the safety of highway traffic after collapse. Taking the tail perilous rock of Qiaoqi Reservoir in Baoxing County of Ya’an City as an example, the basic characteristics of perilous rock were analyzed by means of UAV aerial survey and field investigation. Rocpro3 D software was used to simulate the three-dimensional kinematics to evaluate the collapse damage. Finally, the treatment suggestions are given for the dangerous rock in the working area. The results show that the formation of dangerous rock in the working area is caused by the combined action of tectonic compression, rainfall erosion and weathering unloading. Strong rainfall and strong earthquake are the typical causes of dangerous rock collapse. The maximum impact energy after the collapse of dangerous rock in the working area is more than 5000 kJ, and the removal of large-size dangerous rock can effectively reduce the impact energy value. After the collapse of the dangerous rock in the working area, it shows the stage motion characteristics of rolling along the slope → bouncing after hitting the road surface near the surface of the 351 national highway → stopping the accumulation of the riverbed and bank slope of the East River. The treatment scheme of dangerous rock removal+passive protection network+open hole+frame anchor rod can be used for prevention and control.

highway  /  dangerous rock collapse  /  kinematics simulation  /  developmental characteristics  /  disaster damage evaluation  /  geological disaster management
Ying LI, Le ZHANG, Xianbin YI, Zhen GONG, Hongbiao XU, Sheng GUO, Liangxi LI, Zhengwei LIU. Development Characteristics and Damage Assessment of Hazardous Rockfalls at the Intersection of Mountain Roads: A Case Study of Bingyang Gulch in Baoxing County[J]. Science Technology and Industry, 2025 , 25 (12) : 180 -186 .
Year 2025 volume 25 Issue 12
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  • Receive Date:2024-12-12
  • Online Date:2025-12-17
  • Published:2025-06-25
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  • Received:2024-12-12
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Affiliations
    1 Sichuan Highway Planning, Survey, Design and Research Institute Ltd., Chengdu 610041, China
    2 Sichuan Provincial Transportation Key Project Work Center, Chengdu 610041, China
    3 Chengdu Engineering Co.Ltd., China Railway Fifth Bureau Group, Chengdu 610041, China
    4 Sichuan Road and Bridge Group Co.Ltd., Chengdu 610041, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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