Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Mustafa Vekli"'
Autor:
Cenk Cuma Çadır, Mustafa Vekli
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 27, Iss 2, Pp 749-764 (2022)
How a slope behaves under the action of a dynamic load such as an earthquake is of great importance in stability analyses of slopes. Improving the region where slope failure occurs or preventing potential slope failure can lead to reducing the factor
Externí odkaz:
https://doaj.org/article/112a20a9dfda4095b3b895fe10e14673
Publikováno v:
Natural Hazards. 106:173-211
Slope stability is one of the most important issues of geotechnical engineering. Significant slope failures (landslides), which result from earthquakes, can cause considerable losses of life and property. Hence, it is required that a slope keeps its
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3530439df74ded827d4c3391b99d334
https://doi.org/10.1007/s11069-020-04456-0
https://doi.org/10.1007/s11069-020-04456-0
Autor:
Mustafa VEKLİ, Cenk Cuma ÇADIR
Publikováno v:
Volume: 27, Issue: 2 749-764
Uludağ University Journal of The Faculty of Engineering
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Uludağ University Journal of The Faculty of Engineering
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Bir şevin deprem gibi dinamik bir yükün etkisi altında nasıl tepki verdiği, şevlerin duraylılık analizlerinde çok önemlidir. Bir şev göçmenin meydana geldiği bölgeyi iyileştirmek veya olası bir şev göçmesini önlemek, bir şevde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::99822c6649a849c2ddb69a3f14b4ef7c
https://dergipark.org.tr/tr/pub/uumfd/issue/71647/1064770
https://dergipark.org.tr/tr/pub/uumfd/issue/71647/1064770
Publikováno v:
Natural Hazards. 88:891-917
Geotechnical Engineering has developed many methods for soil improvement so far. One of these methods is the stone column method. The structure of a stone column generally refers to partial change of suitable subsurface ground through a vertical colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75261c180826a4f8badb5e834cfeeeb2
https://doi.org/10.1007/s11069-017-2897-0
https://doi.org/10.1007/s11069-017-2897-0
Publikováno v:
Environmental Earth Sciences. 75
There are many waste materials in our country as in the whole world. The variety and intensity of waste materials increase day by day. Unless these materials are recycled in different ways, they will cause negative effects on environment and thus on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02c11de6cd8d4065f81540a794652fb7
https://doi.org/10.1007/s12665-016-5312-3
https://doi.org/10.1007/s12665-016-5312-3
Publikováno v:
Natural Hazards. 64:797-820
In this study, an investigation has been performed on a small-scaled laboratory model and its numerical model by the code of PLAXIS to see the effect of stone columns (SCs) placed vertically in a soft soil slope in terms of slope stability, bearing c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65c28157a94675c6c3d483491759ee51
https://doi.org/10.1007/s11069-012-0272-8
https://doi.org/10.1007/s11069-012-0272-8
Publikováno v:
Geosynthetics International. 16:216-221
In the present study, sand and expanded polystyrene (EPS) geofoam were evaluated as potential stabilizers in improving the swelling behaviour of bentonite. A comprehensive laboratory experimental programme was conducted on bentonite with a high swell
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64d7f47174184f5d42b89d1e54c3ab49
https://doi.org/10.1680/gein.2009.16.3.216
https://doi.org/10.1680/gein.2009.16.3.216
Publikováno v:
NEURAL COMPUTING & APPLICATIONS
Lateral and vertical swelling pressures associated with expansive soils cause damages on structures. These pressures must be predicted before the structures are constructed in order to prevent the damages. The magnitude of the stresses can decrease r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9ba92bb0e51cb2bc3f59bce701e4b327
http://hdl.handle.net/11772/10768
http://hdl.handle.net/11772/10768
Publikováno v:
ADVANCES IN ENGINEERING SOFTWARE
Swelling behavior of expansive soil is a complicated phenomenon. In order to cope with the complications in describing the swelling behavior of expansive soil, researchers developed alternative approaches. In this paper, the prediction model of trans
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3caba5df735aea94fd33169eefe6ac9a
http://hdl.handle.net/11772/11029
http://hdl.handle.net/11772/11029