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Kun FANG (方堃)
Kun FANG (方堃)
Подтвержден адрес электронной почты в домене cug.edu.cn
Название
Процитировано
Процитировано
Год
Centrifuge modelling of landslides and landslide hazard mitigation: A review
K Fang, H Tang, C Li, X Su, P An, S Sun
Geoscience Frontiers 14 (1), 101493, 2023
1542023
Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test
K Fang, M Miao, H Tang, S Jia, A Dong, P An, B Zhang
Acta Geotechnica 18 (2), 1001-1024, 2023
632023
Measurement of rock joint surfaces by using smartphone structure from motion (SfM) photogrammetry
P An, K Fang, Q Jiang, H Zhang, Y Zhang
Sensors 21 (3), 922, 2021
542021
Investigation on the shear properties of discontinuities at the interface between different rock types in the Badong formation, China
Q Wu, Y Xu, H Tang, K Fang, Y Jiang, C Liu, L Wang, X Wang, J Kang
Engineering Geology 245, 280-291, 2018
502018
A quick and low-cost smartphone photogrammetry method for obtaining 3D particle size and shape
K Fang, J Zhang, H Tang, X Hu, H Yuan, X Wang, P An, B Ding
Engineering Geology 322, 107170, 2023
492023
Model test on deformation and failure behaviour of arching-type slope under excavation condition
K Fang, M Miao, H Tang, A Dong, S Jia, P An, B Zhang, J Tu
Engineering Geology 302, 106628, 2022
442022
Measurement of displacement for open pit to underground mining transition using digital photogrammetry
D Zhang, Y Zhang, T Cheng, Y Meng, K Fang, A Garg, A Garg
Measurement 109, 187-199, 2017
432017
Development of an easy-assembly and low-cost multismartphone photogrammetric monitoring system for rock slope hazards
K Fang, A Dong, H Tang, P An, Q Wang, S Jia, B Zhang
International Journal of Rock Mechanics and Mining Sciences 174, 105655, 2024
372024
Peak shear strength prediction for discontinuities between two different rock types using a neural network approach
Q Wu, Y Xu, H Tang, K Fang, Y Jiang, C Liu, X Wang
Bulletin of Engineering Geology and the Environment 78, 2315-2329, 2019
372019
Behaviour of pile-anchor reinforced landslides under varying water level, rainfall, and thrust load: Insight from physical modelling
C Wang, H Wang, W Qin, S Wei, H Tian, K Fang
Engineering Geology 325, 107293, 2023
352023
Application of a multi-smartphone measurement system in slope model tests
K Fang, P An, H Tang, J Tu, S Jia, M Miao, A Dong
Engineering Geology 295, 106424, 2021
332021
A fast and practical method for determining particle size and shape by using smartphone photogrammetry
P An, H Tang, C Li, K Fang, S Lu, J Zhang
Measurement 193, 110943, 2022
252022
Assessment of the trueness and precision of smartphone photogrammetry for rock joint roughness measurement
P An, K Fang, Y Zhang, Y Jiang, Y Yang
Measurement 188, 110598, 2022
242022
Effectiveness of CFG pile-slab structure on soft soil for supporting high-speed railway embankment
D Zhang, Y Zhang, CW Kim, Y Meng, A Garg, A Garg, K Fang
Soils and Foundations 58 (6), 1458-1475, 2018
232018
Geometry and maximum width of a stable slope considering the arching effect
K Fang, H Tang, X Su, W Shang, S Jia
Journal of Earth Science 31, 1087-1096, 2020
182020
Stability analysis of laterally confined slope lying on inclined bedding plane
T Pipatpongsa, K Fang, C Leelasukseree, A Chaiwan
Landslides 19 (8), 1861-1879, 2022
172022
基于新组合赋权法的地质灾害危险性评价
江强强, 方堃, 章广成
自然灾害学报, 28-36, 2015
152015
Arching effect in slopes under excavation: classification and features
K Fang, S Jia, H Tang, R Zhou, Z Kong, Y Fu, P An, B Zhang, Q Wu
Engineering Geology 337, 107563, 2024
142024
Exploring the potential of smartphone photogrammetry for field measurement of joint roughness
P An, R Yong, J Song, S Du, C Wang, H Xu, K Fang, S Tong
Measurement 225, 114055, 2024
142024
Insight into the crack characteristics and mechanisms of retrogressive slope failures: A large-scale model test
Y Yin, Q Deng, W Li, K He, Z Wang, H Li, P An, K Fang
Engineering Geology 327, 107360, 2023
142023
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Статьи 1–20