A trace map comparison algorithm for the discrete fracture network models of rock masses
暂无分享,去创建一个
Gang Wang | Shuai Han | Mingchao Li | G. Wang | Shuai Han | Mingchao Li
[1] L Matthews,et al. Epidemiological implications of the contact network structure for cattle farms and the 20–80 rule , 2005, Biology Letters.
[2] Vishal Monga,et al. Perceptual Image Hashing Via Feature Points: Performance Evaluation and Tradeoffs , 2006, IEEE Transactions on Image Processing.
[3] Tao Xu,et al. Do joint geometrical properties influence the fracturing behaviour of jointed rock? An investigation through joint orientation , 2015 .
[4] N. Otsu. A threshold selection method from gray level histograms , 1979 .
[5] J. Kemeny,et al. Estimating three-dimensional rock discontinuity orientation from digital images of fracture traces , 2003 .
[6] Arturo Erdely,et al. Bernstein copula modeling for 2D discrete fracture network simulations , 2017 .
[7] R. J. Shanley,et al. Delineation and analysis of clusters in orientation data , 1976 .
[8] Xiaojun Li,et al. A new method for automated discontinuity trace mapping on rock mass 3D surface model , 2016, Comput. Geosci..
[9] Nicola Casagli,et al. Semi-automatic extraction of rock mass structural data from high resolution LIDAR point clouds , 2011 .
[10] A. Thoraval,et al. Use of an Integrated Discrete Fracture Network Code for Stochastic Stability Analyses of Fractured Rock Masses , 2011, Rock Mechanics and Rock Engineering.
[11] Pengpeng Ni,et al. Estimation of REV Size for Fractured Rock Mass Based on Damage Coefficient , 2017, Rock Mechanics and Rock Engineering.
[12] Simon Virgo,et al. Fracture network evaluation program (FraNEP): A software for analyzing 2D fracture trace-line maps , 2013, Comput. Geosci..
[13] Lei Wu,et al. Automatic fracture detection based on Terrestrial Laser Scanning data: A new method and case study , 2017, Comput. Geosci..
[14] S. Sloan,et al. Rockfall Hazard Analysis From Discrete Fracture Network Modelling with Finite Persistence Discontinuities , 2012, Rock Mechanics and Rock Engineering.
[15] R. Park,et al. Foundation of Structural Geology , 2013 .
[16] Scott G. Isaksen,et al. A Review of Brainstorming Research: Six Critical Issues for Inquiry , 1998 .
[17] K. Pruess,et al. MODELING MULTIPHASE NON-ISOTHERMAL FLUID FLOW AND REACTIVE GEOCHEMICAL TRANSPORT IN VARIABLY SATURATED FRACTURED ROCKS: 1. METHODOLOGY , 2001 .
[18] Ryan Schultz,et al. Flexible, inversion-based Matlab implementation of the Radon transform , 2013, Comput. Geosci..
[19] Yonggui Dong,et al. A cosine similarity-based negative selection algorithm for time series novelty detection , 2006 .
[20] Yanjun Shang,et al. Connectivity of Three-Dimensional Fracture Networks: A Case Study from a Dam Site in Southwest China , 2016, Rock Mechanics and Rock Engineering.
[21] Orhun Aydin,et al. Image transforms for determining fit-for-purpose complexity of geostatistical models in flow modeling , 2013, Computational Geosciences.
[22] Peihua Xu,et al. Automatic Identification of Rock Fracture Sets Using Finite Mixture Models , 2017, Mathematical Geosciences.
[23] John Hadjigeorgiou,et al. Discontinuity trace map construction using photographs of rock exposures , 2003 .
[24] Andrew A. Lacis,et al. Modeling of particle size distribution and its influence on the radiative properties of mineral dust aerosol , 1996 .
[25] Anna Maria Ferrero,et al. Comparison of methods for estimating fracture size and intensity applied to Aiguille Marbrée (Mont Blanc) , 2011 .
[26] A. W. Herbert,et al. Modelling approaches for discrete fracture network flow analysis , 1996 .
[27] P. Toft. The Radon Transform - Theory and Implementation , 1996 .
[28] H. Rossmanith,et al. Rock fracture mechanics , 1983 .
[29] Mingchao Li,et al. Refined modeling and identification of complex rock blocks and block-groups based on an enhanced DFN model , 2017 .
[30] Jafar Khademi Hamidi,et al. Simultaneous Effects of Joint Spacing and Orientation on TBM Cutting Efficiency in Jointed Rock Masses , 2013, Rock Mechanics and Rock Engineering.
[31] Xudong Han,et al. A 3D Fracture Network Model for the Undisturbed Rock Mass at the Songta Dam Site Based on Small Samples , 2016, Rock Mechanics and Rock Engineering.
[32] Yangsong Zhang,et al. Generation and verification of three-dimensional network of fractured rock masses stochastic discontinuities based on digitalization , 2015, Environmental Earth Sciences.
[33] G. Marsily,et al. Modeling fracture flow with a stochastic discrete fracture network: calibration and validation: 1. The flow model , 1990 .
[34] A. Bouridane,et al. An FPGA based coprocessor for calculating Grey level co-occurrence matrix , 2003, 2003 46th Midwest Symposium on Circuits and Systems.
[35] Gessica Umili,et al. A new method for automatic discontinuity traces sampling on rock mass 3D model , 2012, Comput. Geosci..
[36] Simon Cox,et al. Optimising the application of the hough transform for automatic feature extraction from geoscientific images , 1998 .
[37] Adrián J. Riquelme,et al. A new approach for semi-automatic rock mass joints recognition from 3D point clouds , 2014, Comput. Geosci..
[38] Jun Ye,et al. Cosine similarity measures for intuitionistic fuzzy sets and their applications , 2011, Math. Comput. Model..
[39] Wang Shulin,et al. VERIFICATION OF RANDOM 3-D FRACTURES NETWORK MODEL OF ROCK MASS , 2004 .