A Semi-automatic Approach to Quantifying the Geological Strength Index Using Terrestrial Laser Scanning

[1]  M. Yakar,et al.  Discontinuity set extraction from 3D point clouds obtained by UAV Photogrammetry in a rockfall site , 2022, Survey Review.

[2]  Huiming Tang,et al.  Rock Discontinuities Identification from 3D Point Clouds Using Artificial Neural Network , 2022, Rock Mechanics and Rock Engineering.

[3]  Guanghong Ju,et al.  Identification and risk assessment of a dangerous rock mass in high-steep slope based on 3D laser scanning , 2021, 2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR).

[4]  Krisada Chaiyasarn,et al.  Towards semi-automatic discontinuity characterization in rock tunnel faces using 3D point clouds , 2021 .

[5]  Charalampos Saroglou,et al.  In-Situ Block Characterization of Jointed Rock Exposures Based on a 3D Point Cloud Model , 2021, Remote. Sens..

[6]  Nong Zhang,et al.  A fully automatic-image-based approach to quantifying the geological strength index of underground rock mass , 2021 .

[7]  M. F. Ishak,et al.  Effectiveness of Unmanned Aerial Vehicle (UAV) for Digital Slope Mapping , 2020, International Journal of Engineering Technology and Sciences.

[8]  Lianyang Zhang,et al.  A modified method of discontinuity trace mapping using three-dimensional point clouds of rock mass surfaces , 2020 .

[9]  R. Salvini,et al.  Evaluation of the Use of UAV Photogrammetry for Rock Discontinuity Roughness Characterization , 2020, Rock Mechanics and Rock Engineering.

[10]  Faquan Wu,et al.  Automatic identification and characterization of discontinuities in rock masses from 3D point clouds , 2020 .

[11]  Kim Senger,et al.  Digital Drill Core Models: Structure-from-Motion as a Tool for the Characterisation, Orientation, and Digital Archiving of Drill Core Samples , 2020, Remote. Sens..

[12]  Lixin Wu,et al.  A geometry- and texture-based automatic discontinuity trace extraction method for rock mass point cloud , 2019 .

[13]  Shiqi Li,et al.  OCNN: Point Cloud-Based Convolutional Neural Network for Object Orientation Estimation , 2019, 2019 4th International Conference on Communication and Information Systems (ICCIS).

[14]  Hehua Zhu,et al.  Automatic characterization of rock mass discontinuities using 3D point clouds , 2019, Engineering Geology.

[15]  Z. Liu,et al.  Effect of Sampling Interval and Anisotropy on Laser Scanning Accuracy in Rock Material Surface Roughness Measurements , 2019, Strength of Materials.

[16]  Dwayne D. Tannant,et al.  3D mapping of discontinuity traces using fusion of point cloud and image data , 2019, Bulletin of Engineering Geology and the Environment.

[17]  C. Irigaray,et al.  Weak foliated rock slope stability analysis with ultra-close-range terrestrial digital photogrammetry , 2019, Bulletin of Engineering Geology and the Environment.

[18]  Zhen Liu,et al.  Accuracy and reliability evaluation of 3D-LS for the discontinuity orientation identification with different registration/georeferencing modes , 2018, Marine Georesources & Geotechnology.

[19]  Jerome P. Lynch,et al.  Lessons Learned from the Application of UAV-Enabled Structure-From-Motion Photogrammetry in Geotechnical Engineering , 2018 .

[20]  Yunfeng Ge,et al.  Automated measurements of discontinuity geometric properties from a 3D-point cloud based on a modified region growing algorithm , 2018, Engineering Geology.

[21]  Faiz Akbar Prihutama,et al.  Geological strength index and rock mass rating for slope stability analysis, case study: Geoheritage site pillow Lava, Berbah, Yogyakarta , 2018 .

[22]  Lixin Wu,et al.  Towards automatic discontinuity trace extraction from rock mass point cloud without triangulation , 2018, International Journal of Rock Mechanics and Mining Sciences.

[23]  Na Chen,et al.  Automatic extraction of blocks from 3D point clouds of fractured rock , 2017, Comput. Geosci..

[24]  Lei Wu,et al.  Automatic fracture detection based on Terrestrial Laser Scanning data: A new method and case study , 2017, Comput. Geosci..

[25]  L. Zou,et al.  A region-growing approach for automatic outcrop fracture extraction from a three-dimensional point cloud , 2017, Comput. Geosci..

[26]  Xiaojun Li,et al.  Automatic extraction of discontinuity orientation from rock mass surface 3D point cloud , 2016, Comput. Geosci..

[27]  A. Abellán,et al.  Using open-source software for extracting geomechanical parameters of a rock mass from 3D point clouds: Discontinuity set extractor and SMRTool , 2016 .

[28]  Jun Xiao,et al.  A multi‐scale plane‐detection method based on the Hough transform and region growing , 2016 .

[29]  Pierre Grussenmeyer,et al.  Solid images for geostructural mapping and key block modeling of rock discontinuities , 2016, Comput. Geosci..

[30]  A. Abellán,et al.  Discontinuity spacing analysis in rock masses using 3D point clouds , 2015 .

[31]  A. Cevasco,et al.  Geomechanical characterization of a highly heterogeneous flysch rock mass by means of the GSI method , 2015, Bulletin of Engineering Geology and the Environment.

[32]  Abdul Shakoor,et al.  Comparing discontinuity orientation data collected by terrestrial LiDAR and transit compass methods , 2014 .

[33]  Adrián J. Riquelme,et al.  A new approach for semi-automatic rock mass joints recognition from 3D point clouds , 2014, Comput. Geosci..

[34]  Mark S. Diederichs,et al.  Automated rockmass discontinuity mapping from 3-dimensional surface data , 2013 .

[35]  Denis Thibodeau,et al.  3D laser imaging for surface roughness analysis , 2013 .

[36]  M. Lato,et al.  Automated mapping of rock discontinuities in 3D lidar and photogrammetry models , 2012 .

[37]  M. Jaboyedoff,et al.  Use of LIDAR in landslide investigations: a review , 2012, Natural Hazards.

[38]  Nicola Casagli,et al.  Semi-automatic extraction of rock mass structural data from high resolution LIDAR point clouds , 2011 .

[39]  G. Tsiambaos,et al.  Excavatability assessment of rock masses using the Geological Strength Index (GSI) , 2010 .

[40]  R. Hack,et al.  Method for Automated Discontinuity Analysis of Rock Slopes with Three-Dimensional Laser Scanning , 2005 .

[41]  E. Hoek,et al.  Gsi: A Geologically Friendly Tool For Rock Mass Strength Estimation , 2000 .

[42]  Resat Ulusay,et al.  Modifications to the geological strength index (GSI) and their applicability to stability of slopes , 1999 .

[43]  E. Hoek,et al.  Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation , 1998 .

[44]  Evert Hoek,et al.  Practical estimates of rock mass strength , 1997 .

[45]  Arild Palmström,et al.  Characterizing rock masses by the RMi for use in practical rock engineering, part 2: Some practical applications of the rock mass index (RMi) , 1996 .

[46]  Arild Palmström,et al.  Characterizing rock masses by the RMi for use in practical rock engineering: Part 1: The development of the Rock Mass index (RMi) , 1996 .

[47]  D. Cruden,et al.  ESTIMATING JOINT ROUGHNESS COEFFICIENTS , 1979 .

[48]  N. Barton,et al.  The shear strength of rock joints in theory and practice , 1977 .

[49]  Nick Barton,et al.  Engineering classification of rock masses for the design of tunnel support , 1974 .

[50]  Yikun Yang,et al.  Rock Mass Discontinuity Extraction Method Based on Multiresolution Supervoxel Segmentation of Point Cloud , 2021, IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing.

[51]  S. Senent,et al.  Characterization of joint roughness using close-range UAV-SfM photogrammetry , 2021 .

[52]  M. L. Süzen,et al.  A new method for automated estimation of joint roughness coefficient for 2D surface profiles using power spectral density , 2020 .

[53]  G. Vlastelica,et al.  Discernment of layers in heterogeneous rock masses using Terrestrial Laser Scanning intensity , 2020 .

[54]  Wulf Schubert,et al.  Calculation the Spacing of Discontinuities from 3D Point Clouds , 2017 .

[55]  Gerard Berginc,et al.  3D Laser Imaging , 2011 .

[56]  G. Russo,et al.  A new rational method for calculating the GSI , 2009 .

[57]  P. K. Kaiser,et al.  Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system , 2004 .

[58]  Reßat ULUSAY,et al.  A discussion on the Hoek-Brown failure criterion and suggested modifications to the criterion verified by slope stability case studies , 2002 .

[59]  Z. Bieniawski Engineering rock mass classifications , 1989 .

[60]  N. Barton,et al.  Effects Of Block Size On The Shear Behavior Of Jointed Rock , 1982 .

[61]  New Approach. , 1953, California medicine.