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
Numerical analysis of rock wedge stability at the root of underground openings
Download
Murat Ünal.pdf
Date
1993
Author
Ünal, Murat
Metadata
Show full item record
Item Usage Stats
95
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/10600
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Numerical analysis of deformations around gate roadways in long wall coal mining
Sel, İbrahim; Özgenoğlu, Abdurrahim; Department of Mining Engineering (1993)
Numerical Determination of Critical Tilt Angle for a Parallel Plate Channel
Tarı, İlker (null; 2007-11-15)
Numerical analyses of load tests on model foundations in dry sand
Unsever, Y. S.; Matsumoto, T.; Özkan, M. Yener (2015-01-01)
In this study, a series of vertical and cyclic horizontal load tests on 3-pile piled raft model were carried out in dry sand to investigate the piled raft behaviour under combined loads. Also, numerical modelling of experiments were carried out by using FEM software, PLAXIS 3D. Hardening soil model was employed to model the sand, and elastic model was used for the pile and the raft. Soil parameters were estimated from consolidated drained triaxial tests carried on the sand samples and pile parameters were e...
Numerical analyses of flow characteristics in the vicinity of spillway aerators
Kurt, Can; Tokyay Sinha, Talia Ekin; Department of Civil Engineering (2016)
Spillway aerators are used in the spillways that are designed to carry medium to high discharges during their operation. Aerators are aimed to reduce the risk of cavitation in these high velocity flows. Most of the time, design of these aerators are based on physical models and experimental results. However, with the advancement in computational resources, it became possible to analyze the effect of aerators using computational fluid dynamics (CFD). To this end, three-dimensional numerical simulations of su...
Numerical modelling of contracted sharp crested weirs
Duru, A.; Altan Sakarya, Ayşe Burcu; Kokpinar, M.a. (2016-07-29)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Ünal, “Numerical analysis of rock wedge stability at the root of underground openings,” Middle East Technical University, 1993.