SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB

2D and 3D imageries can allow the optimization of rock mass exploitation (quarries, roads, rail networks, open pit, potentially tunnels and underground mines networks). The increasingly common use of photogrammetry makes it possible to obtain georeferenced 3D point clouds that are useful for underst...

Full description

Bibliographic Details
Main Authors: P. Caudal, E. Simonetto, V. Merrien-Soukatchoff, T. J. B. Dewez
Format: Article
Language:English
Published: Copernicus Publications 2020-08-01
Series:ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences
Online Access:https://www.isprs-ann-photogramm-remote-sens-spatial-inf-sci.net/V-2-2020/679/2020/isprs-annals-V-2-2020-679-2020.pdf
id doaj-402c78a5bfd944f8a41e5f2be26dc689
record_format Article
spelling doaj-402c78a5bfd944f8a41e5f2be26dc6892020-11-25T01:23:19ZengCopernicus PublicationsISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences2194-90422194-90502020-08-01V-2-202067968610.5194/isprs-annals-V-2-2020-679-2020SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLABP. Caudal0E. Simonetto1V. Merrien-Soukatchoff2T. J. B. Dewez3BRGM, DRP/RIG, 3 Avenue Claude Guillemin, 45100 Orléans, FranceCnam Laboratoire GεF, 1 Boulevard Pythagore, 72000 Le Mans, FranceCnam Laboratoire GεF, 1 Boulevard Pythagore, 72000 Le Mans, FranceBRGM, DRP/RIG, 3 Avenue Claude Guillemin, 45100 Orléans, France2D and 3D imageries can allow the optimization of rock mass exploitation (quarries, roads, rail networks, open pit, potentially tunnels and underground mines networks). The increasingly common use of photogrammetry makes it possible to obtain georeferenced 3D point clouds that are useful for understanding the rock mass. Indeed, new structural analysis solutions have been proposed since the advent of the 3D technologies. These methods are essentially focused on the production of digital stereonet. Production of additional information from 3D point clouds are possible to better define the structure of the rock mass, in particular the quantification of the discontinuities density. The aim of this paper is to test and validate a new method that provides statistics on the distances between the discontinuity planes. This solution is based on exploiting the information previously extracted from the segmentation of the discontinuity planes of a point cloud and their classification in family. In this article, the proposed solution is applied on two multiscale examples, firstly to validate it with a virtual synthetic outcrop and secondly to test it on a real outcrop. To facilitate these analyses, a software called DiscontinuityLab has been developed and used for the treatments.https://www.isprs-ann-photogramm-remote-sens-spatial-inf-sci.net/V-2-2020/679/2020/isprs-annals-V-2-2020-679-2020.pdf
collection DOAJ
language English
format Article
sources DOAJ
author P. Caudal
E. Simonetto
V. Merrien-Soukatchoff
T. J. B. Dewez
spellingShingle P. Caudal
E. Simonetto
V. Merrien-Soukatchoff
T. J. B. Dewez
SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB
ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences
author_facet P. Caudal
E. Simonetto
V. Merrien-Soukatchoff
T. J. B. Dewez
author_sort P. Caudal
title SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB
title_short SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB
title_full SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB
title_fullStr SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB
title_full_unstemmed SEMI-AUTOMATIC ROCK MASS GEOMETRY ANALYSIS FROM A DENSE 3D POINT CLOUD WITH DISCONTINUITYLAB
title_sort semi-automatic rock mass geometry analysis from a dense 3d point cloud with discontinuitylab
publisher Copernicus Publications
series ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences
issn 2194-9042
2194-9050
publishDate 2020-08-01
description 2D and 3D imageries can allow the optimization of rock mass exploitation (quarries, roads, rail networks, open pit, potentially tunnels and underground mines networks). The increasingly common use of photogrammetry makes it possible to obtain georeferenced 3D point clouds that are useful for understanding the rock mass. Indeed, new structural analysis solutions have been proposed since the advent of the 3D technologies. These methods are essentially focused on the production of digital stereonet. Production of additional information from 3D point clouds are possible to better define the structure of the rock mass, in particular the quantification of the discontinuities density. The aim of this paper is to test and validate a new method that provides statistics on the distances between the discontinuity planes. This solution is based on exploiting the information previously extracted from the segmentation of the discontinuity planes of a point cloud and their classification in family. In this article, the proposed solution is applied on two multiscale examples, firstly to validate it with a virtual synthetic outcrop and secondly to test it on a real outcrop. To facilitate these analyses, a software called DiscontinuityLab has been developed and used for the treatments.
url https://www.isprs-ann-photogramm-remote-sens-spatial-inf-sci.net/V-2-2020/679/2020/isprs-annals-V-2-2020-679-2020.pdf
work_keys_str_mv AT pcaudal semiautomaticrockmassgeometryanalysisfromadense3dpointcloudwithdiscontinuitylab
AT esimonetto semiautomaticrockmassgeometryanalysisfromadense3dpointcloudwithdiscontinuitylab
AT vmerriensoukatchoff semiautomaticrockmassgeometryanalysisfromadense3dpointcloudwithdiscontinuitylab
AT tjbdewez semiautomaticrockmassgeometryanalysisfromadense3dpointcloudwithdiscontinuitylab
_version_ 1725122960993288192