Ma Shu-fang, Zhao Jun-hai, Wei Xue-ying. THEORY AND TEST INVESTIGATION OF BEARING CAPACITY OF CONCRETE FILLED STEEL TUBE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 79-80. doi: 10.13204/j.gyjz200610022
Citation:
DU Wei, WANG Jiaying, LI Yurong, YANG Guozhu. Landslide Hazard Risk Analysis Based on Unmanned Aerial Vehicle Remote Sensing[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 177-182. doi: 10.13204/j.gyjzG22011009
Ma Shu-fang, Zhao Jun-hai, Wei Xue-ying. THEORY AND TEST INVESTIGATION OF BEARING CAPACITY OF CONCRETE FILLED STEEL TUBE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 79-80. doi: 10.13204/j.gyjz200610022
Citation:
DU Wei, WANG Jiaying, LI Yurong, YANG Guozhu. Landslide Hazard Risk Analysis Based on Unmanned Aerial Vehicle Remote Sensing[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 177-182. doi: 10.13204/j.gyjzG22011009
With the increasing development of unmanned aerial vehicle technology, unmanned aerial vehicle remote sensing (UAVRS) has been widely used in the risk analysis of geological hazards. However, the quantitative risk analysis method of landslide hazards based on that technique has still being developed up to now. A three-dimensional geometric model of slopes based on the laser point cloud data collected by UAVRS was built, the failure probability of the slope was appraised by the first-order reliability method, the safety factors of the slope were calculated by the numerical simulation software of FLAC3D, the failure consequences of the slope were determined based on the secondary development of FLAC3D, and the quantitative risk analysis on a single landslide hazard was conducted. The proposed analysis method was simple and straightforward, which provided a new idea for assessment risks of landslide hazards.
Itasca Consulting Group Inc. Advanced grid generation for engineers and scientists griddle and block ranger user's guide[M]. Minneapolis:Itasca Consulting Group Inc.,2017:106-109.
DOU H G, HAN T C, GONG X N, et al. Probabilistic slope stability analysis considering the variability of hydraulic conductivity under rainfall infiltration-redistribution conditions[J]. Engineering Geology, 2014, 183:1-13.
Ma Shu-fang, Zhao Jun-hai, Wei Xue-ying. THEORY AND TEST INVESTIGATION OF BEARING CAPACITY OF CONCRETE FILLED STEEL TUBE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 79-80. doi: 10.13204/j.gyjz200610022
Ma Shu-fang, Zhao Jun-hai, Wei Xue-ying. THEORY AND TEST INVESTIGATION OF BEARING CAPACITY OF CONCRETE FILLED STEEL TUBE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 79-80. doi: 10.13204/j.gyjz200610022