Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Melih Yanmaz, A."'
Publikováno v:
International Journal of Geomechanics; Jul2024, Vol. 24 Issue 7, p1-10, 10p
Publikováno v:
Građevinar, Vol 71, Iss 09., Pp 739-747 (2019)
The causes of uncertainty involved in temporal variation of the depth of cavern formation due to clear water scouring at dual piers with tandem arrangement are identified in this study. In an example, the probability of failure induced by scouring ar
Externí odkaz:
https://doaj.org/article/7f506b4551f24ac98aaf7fdbb7c6f160
Changes in precipitation and flow regimes may cause more catastrophic floods in the future. This study examines the trends in a subbasin of Bartin Stream in the Western Black Sea Basin, Turkey, and questions the influence of non-stationarity by perfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5ae90c9224076b63df47bca75dcb954
https://avesis.gazi.edu.tr/publication/details/a830c3e6-b19e-4661-8167-75c224c30461/oai
https://avesis.gazi.edu.tr/publication/details/a830c3e6-b19e-4661-8167-75c224c30461/oai
Publikováno v:
Geotechnical and Geological Engineering. 38:4169-4179
This study investigates the effects of berm properties on a moderate height earthen dam stability. The impacts of different berm heights, numbers and widths on the safety of the Hancagiz Dam are determined by analyzing the seepage through the dam and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76cea48a107571bd68940a71f9444785
https://doi.org/10.1007/s10706-020-01286-6
https://doi.org/10.1007/s10706-020-01286-6
Autor:
Onur Ari, A. Melih Yanmaz
Publikováno v:
KSCE Journal of Civil Engineering. 22:2802-2809
In this study, a methodology for optimal layout design of pressure cells for concrete faced rockfill dams is developed. A representative dimensionless stress distribution model was formed for obtaining the magnitudes and location of different stress
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4ca76c35b283004fa2367ea9fc50f47
https://doi.org/10.1007/s12205-017-1991-x
https://doi.org/10.1007/s12205-017-1991-x
Publikováno v:
Canadian Journal of Civil Engineering. 44:298-307
For the efficient design of bridge pier footings, computation of time-evolution of scour depth around bridge piers is essential. In this paper, a semi-empirical model is developed to estimate the t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecb3219c575ba9e6dcf1050406f1f24a
https://doi.org/10.1139/cjce-2016-0053
https://doi.org/10.1139/cjce-2016-0053
Publikováno v:
Water
Volume 11
Issue 9
Water, Vol 11, Iss 9, p 1902 (2019)
Volume 11
Issue 9
Water, Vol 11, Iss 9, p 1902 (2019)
In this paper, findings of a research project about river bridges in Turkey are shared and details of the developed safety-inspection method based on hydrological and hydraulic factors are presented. In the project, the Western Black Sea Basin was ch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::65c22dfaf6c18e1dd47aec64cab8c0f1
https://avesis.gazi.edu.tr/publication/details/37b3787a-eb5d-4e7d-a41c-904a7d2dedce/oai
https://avesis.gazi.edu.tr/publication/details/37b3787a-eb5d-4e7d-a41c-904a7d2dedce/oai
Publikováno v:
Journal of Performance of Constructed Facilities. 32
Seepage is always expected in earthen dams because they are made of porous materials. However, it should be always under control and its amount and pore-water pressures should be kept below acceptable limits. This can be satisfied by installing inter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d459fd17dc1181bf6fed7bc376578800
https://doi.org/10.1061/(asce)cf.1943-5509.0001232
https://doi.org/10.1061/(asce)cf.1943-5509.0001232
Publikováno v:
Arabian Journal of Geosciences. 11
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23cb73af05be987a317d5b78dc0b641c
https://doi.org/10.1007/s12517-018-3710-4
https://doi.org/10.1007/s12517-018-3710-4
Autor:
Melih Calamak, A. Melih Yanmaz
Publikováno v:
International Journal of Geomechanics. 18
Probabilistic analyses are conducted for seepage through a rock-fill dam having two different core-filter configurations: one sloping and the other a central symmetrical core-filter arrangement. Uncertainties in core and filter are considered, assumi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8cdee66691669d6d1d6609d9cfee8035
https://doi.org/10.1061/(asce)gm.1943-5622.0001114
https://doi.org/10.1061/(asce)gm.1943-5622.0001114