Obserwuj
Yunfeng Ge / 葛云峰
Tytuł
Cytowane przez
Cytowane przez
Rok
A new method estimating the 2D joint roughness coefficient for discontinuity surfaces in rock masses
G Zhang, M Karakus, H Tang, Y Ge, L Zhang
International Journal of Rock Mechanics and Mining Sciences 72, 191-198, 2014
1472014
Investigation of natural rock joint roughness
Y Ge, PHSW Kulatilake, H Tang, C Xiong
Computers and Geotechnics 55, 290-305, 2014
1402014
Automated measurements of discontinuity geometric properties from a 3D-point cloud based on a modified region growing algorithm
Y Ge, H Tang, D Xia, L Wang, B Zhao, JW Teaway, H Chen, T Zhou
Engineering geology 242, 44-54, 2018
852018
Study on estimation method of rock mass discontinuity shear strength based on three-dimensional laser scanning and image technique
H Tang, Y Ge, L Wang, Y Yuan, L Huang, M Sun
Journal of Earth Science 23 (6), 908-913, 2012
632012
Application of back-propagation neural network on bank destruction forecasting for accumulative landslides in the three Gorges Reservoir Region, China
C Li, H Tang, Y Ge, X Hu, L Wang
Stochastic environmental research and risk assessment 28, 1465-1477, 2014
532014
Evolution process of natural rock joint roughness during direct shear tests
Y Ge, H Tang, MAM Ez Eldin, L Wang, Q Wu, C Xiong
International Journal of Geomechanics 17 (5), E4016013, 2017
502017
A description for rock joint roughness based on terrestrial laser scanner and image analysis
Y Ge, H Tang, MAME Eldin, P Chen, L Wang, J Wang
Scientific Reports 5 (1), 16999, 2015
502015
A new representation method for three-dimensional joint roughness coefficient of rock mass discontinuities
YF Ge, HM Tang, L Huang, LQ Wang, MJ Sun, YJ Fan
chinese Journal of Rock mechanics and Engineering 31 (12), 2508-2517, 2012
422012
Stability analysis of colluvial landslide due to heavy rainfall
W Ding-jian, T Hui-ming, LI Chang-dong, G Yun-feng, Y Xian-long
Rock and Soil Mechanics 37 (2), 439-445, 2016
392016
Determination of two-dimensional joint roughness coefficient using support vector regression and factor analysis
L Wang, C Wang, S Khoshnevisan, Y Ge, Z Sun
Engineering geology 231, 238-251, 2017
362017
强降雨作用下堆积层滑坡稳定性分析
汪丁建, 唐辉明, 李长冬, 葛云峰, 易贤龙
岩土力学 37 (2), 439-445, 2016
362016
岩体结构面三维粗糙度系数表征新方法
葛云峰, 唐辉明, 黄磊, 王亮清, 孙淼军, 范怡静
岩石力学与工程学报 31 (12), 2508-2517, 2012
322012
A comparison of five methods in landslide susceptibility assessment: a case study from the 330-kV transmission line in Gansu Region, China
Y Ge, H Chen, B Zhao, H Tang, Z Lin, Z Xie, L Lv, P Zhong
Environmental earth sciences 77, 1-15, 2018
282018
Estimation of joint roughness coefficient from three-dimensional discontinuity surface
G Zhang, M Karakus, H Tang, Y Ge, Q Jiang
Rock Mechanics and Rock Engineering 50, 2535-2546, 2017
282017
Microparameter prediction for a triaxial compression PFC3D model of rock using full factorial designs and artificial neural networks
M Sun, H Tang, X Hu, Y Ge, S Lu
Geotechnical and Geological Engineering 31, 1249-1259, 2013
262013
Landslide susceptibility assessment for a transmission line in Gansu Province, China by using a hybrid approach of fractal theory, information value, and random forest models
B Zhao, Y Ge, H Chen
Environmental Earth Sciences 80 (12), 441, 2021
252021
Rock discontinuities identification from 3D point clouds using artificial neural network
Y Ge, B Cao, H Tang
Rock Mechanics and Rock Engineering 55 (3), 1705-1720, 2022
242022
Deposit characteristics of the Jiweishan rapid long-runout landslide based on field investigation and numerical modeling
Y Ge, H Tang, MAM Ez Eldin, H Chen, P Zhong, L Zhang, K Fang
Bulletin of Engineering Geology and the Environment 78, 4383-4396, 2019
242019
Investigation of stability of the critical rock blocks that initiated the Jiweishan landslide in China
PHSW Kulatilake, Y Ge
Geotechnical and Geological Engineering 32, 1291-1315, 2014
232014
Determination of shear failure regions of rock joints based on point clouds and image segmentation
Y Ge, Z Xie, H Tang, H Chen, Z Lin, B Du
Engineering geology 260, 105250, 2019
212019
Nie można teraz wykonać tej operacji. Spróbuj ponownie później.
Prace 1–20