TMMOB
Determination of Dynamic Soil Properties of Van Yuzuncu Yil University Campus for the Preparation of
Microzonation Map
GIS
Earthquake
Microzonation
Liquefaction
Van
Soil amplification
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Akın, M , Akın, M , Akkaya, İ , Özvan, A , Üner, S , Selçuk, L , Tapan, M . Mikrobölgeleme Çalışmasına Altlık Oluşturmak Üzere Van Yüzüncü Yıl Üniversitesi Kampüs Zemininin Dinamik Özelliklerinin Belirlenmesi. Jeoloji Mühendisliği Dergisi 39 (2015 ):
ABSTRACT: One of the most important factors causing loss of life and property during earthquakes is the soilconditions that the structure is built on. Determination of the soil engineering properties for understandingthe behavior of ground under dynamic loads and/or minimizing the losses that may occur is quite crucial.The earthquakes occured in our country especially in 1999 and later on, and the resulting loss of lifeand property once more emphasized the importance of the social and economic dimensions of the impactcreated by the earthquake. Dynamic soil properties must be studied in accordance with the principlesof microzonation considering the natural disasters such as earthquake. For this aim, the dynamic soilproperties of Van Yuzuncu Yil University campus area are determined. Liquefaction, soil amplification andthe like for the campus area are investigated through field studies conducted in order to reveal the groundconditions, and consequently the suitability for settlement is evaluated to guide the future planning of thecampus.
Evaluation of Availability of Delihalil Basalt Levels (Eastern Mediterranean) for Rubble Mound
Breakwater
Basalt
CIRIA
Shore protection
RERS
Yumurtalık
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ABSTRACT: Rubble mound breakwater is one of the most important structures for shore and harbor. Durable and high quality natural rocks are commonly used to protect coastal engineering structures from the waves. In this study, numerous laboratory tests were performed for the quality assessment of different basalt levels for rubble mound breakwater in the Yumurtalik (Eastern Mediterranean) region in this study. Two different basalt types were observed in study area. These levels were evaluated with different rock quality classification systems. Basalts were grouped in to two classes as massive and vesicular. Iddingsite is a product of alteration of olivine minerals, which are commonly observed in the vesicular basalt. Vesicular basalt levels showed poor rock material strength due to alteration. The vesicular basalt levels in the study area should not be used for armourstones.
Evaluation of Tunnel Excavation Methods in Accordance with Engineering Geology and Rock
Mass Classification Systems
Rock mass classification
Engineering geology
Numerical models
Tunnel excavation methods
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Satıcı, Ö , Topal, T . (2015). Tünel Açma Yöntemlerinin Mühendislik Jeolojisi ve Kaya Sınıflama Sistemleri ile Değerlendirilmesi . Jeoloji Mühendisliği Dergisi , 39 (1) , 45-57 . DOI: 10.24232/jeoloji-muhendisligi-dergisi.295353
Satıcı, Ö , Topal, T . Tünel Açma Yöntemlerinin Mühendislik Jeolojisi ve Kaya Sınıflama Sistemleri ile Değerlendirilmesi. Jeoloji Mühendisliği Dergisi 39 (2015 ): 45-57
ABSTRACT: In this study, the relationship between engineering geological applications and tunnel excavationmethods were described. Even if several tunnel excavation methods have been suggested from past upto the present, most of them were only the various derivations of full face and sequential excavationtechniques. Internationally well-known tunnel excavation methods try to classify rock mass behaviors,but, cannot form a numerical base for the claimed methods. Therefore, objective evaluations are required(especially for their applications) to overcome the deficits rock mass classification systems are used.NATM and ADECO-RS are the two widespread methods at the present day tunnel practice. In bothmethods, rock mass behavior has been categorized in different ways. However, both of them failed togenerate objective base to describe the rock mass behavior. In this study, practical difficulties, functionalrelation of commonly used tunnel excavation methods between rock mass classifications systems and theirapplication to numerical models, have been described. For this aim; transition of rock mass classificationsystems to tunnel excavation and support classes, their application to numerical models, their assumptions,and in point of view of the engineering geology; assumption defects have been described with the help ofan example.