Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Automated detection of discontinuity properties using terrestrial laser scanning data
Download
12626008.pdf
Date
2020-12-24
Author
Ünlüsoy, Deniz
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
478
views
459
downloads
Cite This
Traditional ground surveying methods for the determination of rock mass discontinuity characteristics are costly and time consuming when large survey areas are involved. In addition, some rock mass surfaces cannot be observed with ground, airborne, or satellite surveying methods. Terrestrial laser scanning offers new avenues in fieldwork, making the acquisition of large amounts of survey data possible. However, there is a need for new approaches and accompanying software for the analysis of such data. In this study, a methodology that uses point cloud data obtained by terrestrial laser scanning is developed and implemented by a software for automated analyses of the physical properties of discontinuities of rock masses. The software processes the point cloud data of the outcrop surface and detects planar structures using density-based scanning on surface normals to determine discontinuity sets. For each set, orientation, spacing, persistence, block size, and roughness are calculated. This study also proposes a novel, simple, accurate, and reliable method for the estimation of joint roughness coefficient from terrestrial laser scanning data using power spectral density. The method is based on the similarity of sample and reference surface profiles by their power spectral density. The accuracy and the reliability of the proposed method is validated by comparison with the classical methods and back-calculated results obtained from the literature. The method is then extended to estimate the JRC of entire surfaces using multiple profiles. This areal JRC estimation method is applied on point cloud data of a rock outcrop for a case study.
Subject Keywords
Remote Sensing
,
Terrestrial Laser Scanning
,
Joint Roughness Coefficient
,
Discontinuity
,
Power Spectral Density,
,
Eklem Pürüzlülük Katsayısı
,
Güç Spektral Yoğunluğu
,
Uzaktan Algılama
,
Karasal Lazer Tarama
,
Süreksizlik
URI
https://hdl.handle.net/11511/88682
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Evaluation of Motion Selection and Scaling for the Nonlinear Seismic Analysis of Concrete Gravity Dams
Soysal, Berat Feyza; Ay, Bekir Özer; Arıcı, Yalın (null; 2017-10-13)
The selection and scaling of the ground motions is usually the most effective factor determining the results of the safety assessment for concrete gravity dams. The guidelines for the nonlinear transient analyses of buildings, such as the one presented in ASCE/SEI-7-10, are generally applied to these structures. While these procedures are well-studied for the moment frames, their effectiveness and consistency has not been studied for gravity dam structures. The selection and scaling of the ground motions fo...
Failure analysis of thin spray-on liner coated rock cores
Öztürk, Hasan (2017-09-01)
Thin spray-on liners (TSLs) are surface support materials used in mining and civil engineering projects since 1990s with a wide ranging area of application from bolt/mesh support replacement to pillar reinforcement systems. This study presents the investigation of pillar reinforcement capacity of the TSL coated andesite rock core by compression test to mimic pillar reinforcement effect. The uniaxial compressive strength (UCS), modulus of elasticity (E), and energy absorbance capacity of uncoated and 5 mm co...
Object-based classification of landforms based on their local geometry and geomorphometric context
GERÇEK, DENİZ; Toprak, Vedat; Strobl, Josef (Informa UK Limited, 2011-01-01)
Terrain as a continuum can be categorized into landform units that exhibit common physical and morphological characteristics of land surface which may serve as a boundary condition for a wide range of application domains. However, heterogeneous views, definitions, and applications on landforms yield incompatible nomenclature that lacks interoperability. Yet, there is still room for developing methods for classification of land surface into landforms that can provide different disciplines with a basis of lan...
Experimental investigation of structural systems made of sheathed cold-formed steel wall panels
Pehlivan, Barış Mert; Baran, Eray; Department of Civil Engineering (2023-1-12)
Cold-formed steel (CFS) structural systems are considered to be an innovative and newly developing construction method. Because of advantages such as lower fabrication periods, high strength/weight ratio and ease of construction, CFS structural systems have been used increasingly all around the world, including seismically active areas. Although there have been many studies in the literature, CFS structural systems are relatively new for the civil engineering practice and few existing specifications regardi...
Fuzzy Rock Mass Rating: Soft-Computing-Aided Preliminary Stability Analysis of Weak Rock Slopes
YARDIMCI, AHMET GÜNEŞ; Karpuz, Celal (2018-01-01)
Rock mass classification systems are the most commonly used empirical tools in preliminary design of rock slopes. In spite of numerous advantages, these systems lack the common drawbacks of classification systems originated from uncertainties. These drawbacks may lead to similar or so close quality scores for different rock mass properties. Fuzzy Sets is a rising trend in describing Geomechanical problems by including the expert opinion. Especially in the case of weak rocks it allows prediction of more real...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
D. Ünlüsoy, “Automated detection of discontinuity properties using terrestrial laser scanning data,” Ph.D. - Doctoral Program, Middle East Technical University, 2020.