Paşamehmetoğlu, A. Günhan

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Profile URL
https://hdl.handle.net/20.500.14411/7651
Name Variants
Pasamehmetoglu, AG
A.,Paşamehmetoğlu
Pasamehmetoglu,A.G.
A.G.Paşamehmetoğlu
P.,A. Gunhan
Paşamehmetoğlu,A.G.
Pasamehmetoglu, A. Gunhan
A.G.Pasamehmetoglu
A., Pasamehmetoglu
A. Günhan, Paşamehmetoğlu
A. Gunhan, Pasamehmetoglu
Paşamehmetoğlu, A. Günhan
P.,A. Günhan
P., A. Gunhan
Job Title
Profesör Doktor
Email Address
gunhan.pasamehmetoglu@atilim.edu.tr
Main Affiliation
Department of Civil Engineering
Status
Former Staff
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ORCID ID
Scopus Author ID
Turkish CoHE Profile ID
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WoS Researcher ID

Sustainable Development Goals

NO POVERTY1
NO POVERTY
0
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ZERO HUNGER2
ZERO HUNGER
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GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
1
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QUALITY EDUCATION4
QUALITY EDUCATION
0
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GENDER EQUALITY5
GENDER EQUALITY
0
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CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
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AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
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DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
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INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
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REDUCED INEQUALITIES10
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SUSTAINABLE CITIES AND COMMUNITIES11
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RESPONSIBLE CONSUMPTION AND PRODUCTION12
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LIFE BELOW WATER14
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LIFE ON LAND15
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PARTNERSHIPS FOR THE GOALS17
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This researcher does not have a Scopus ID.
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Scholarly Output

6

Articles

6

Views / Downloads

4/0

Supervised MSc Theses

0

Supervised PhD Theses

0

WoS Citation Count

180

Scopus Citation Count

224

Patents

0

Projects

0

WoS Citations per Publication

30.00

Scopus Citations per Publication

37.33

Open Access Source

0

Supervised Theses

0

JournalCount
Cement and Concrete Research1
Engineering Geology1
Expert Systems with Applications1
International Journal of Geomechanics1
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Subject: empirical method

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  • Thumbnail Image
    Article
    Citation - WoS: 28
    Citation - Scopus: 38
    Proposed support design, Kaletepe tunnel, Turkey
    (Elsevier Science Bv, 2004) Sari, D; Pasamehmetoglu, AG
    In this paper, preliminary support design of Kaletepe tunnel, located on Bilecik-Istanbul highway, Turkey, was analyzed by empirical and numerical methods. The rock mass rating (RMR) and rock mass quality (Q) systems were employed for empirical rock mass quality determination. Numerical analysis for the stress-strain distribution of the tunnel excavation and support systems was also carried out. The applied support performance was investigated at different sections of the tunnel route. It was seen that empirical and numerical approaches showed similar results. This indicates that when the empirical method is supported by numerical method, the preliminary support design will be more reliable. (C) 2003 Elsevier B.V. All rights reserved.