Teknik DergiPub Date : 2019-11-01DOI: 10.18400/TEKDERG.421091
M. Yilmaz, B. Önöz
{"title":"Evaluation of Statistical Methods for Estimating Missing Daily Streamflow Data","authors":"M. Yilmaz, B. Önöz","doi":"10.18400/TEKDERG.421091","DOIUrl":"https://doi.org/10.18400/TEKDERG.421091","url":null,"abstract":"In this study, it was aimed to investigate applicability of various statistical estimation methods for Porsuk River basin, which has sparse streamflow observations. Estimations were performed using regression, single and multiple donor stations based drainage area ratio, standardization with mean (SM), standardization with mean and standard deviation (SMS), inverse distance weighted methods. Two seperate studies were conducted for both partially missing data and completely missing data. In order to estimate streamflow statistics for use in SM and SMS methods, logarithmic regression equations were suggested. The promising results obtained from ensemble approaches will provide a significant hydrological contribution to streamflow estimations.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46927545","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.397658
Çağdaş Arda, Ö. Çinicioğlu
{"title":"Kohezyonsuz Zeminlerin Tane Dağılım ve Şekil Özelliklerinin Aktif Göçme Yüzeyi Geometrisine Etkileri","authors":"Çağdaş Arda, Ö. Çinicioğlu","doi":"10.18400/TEKDERG.397658","DOIUrl":"https://doi.org/10.18400/TEKDERG.397658","url":null,"abstract":"Istinat duvarlarinin aktif sartlara ulasmasi sonucunda olusan gocme yuzeylerinin geometrileri, granuler dolgularin genlesim davranisindan etkilenmektedir. Literaturdeki gerilme-genlesim denklemleri bagil yogunlugun ve gerilme durumunun zeminin genlesim davranisina etkilerini ortaya koymaktadir. Fakat bu degiskenlerin gocme aninda olusacak kayma bandi geometrisine etkilerini model deneyler ile arastiran mevcut calismalar dusuk gerilmeler altinda ve zeminlerin mikro-mekanik ozellikleri dikkate alinmadan gerceklestirilmistir. Bu nedenle, bu calismada kullanilmak uzere aktif yonde yanal olarak hareket edebilen ve dusey yonde sursarj uygulayabilen kucuk olcekli bir 1G fiziksel istinat duvari modeli olusturulmustur. Fiziksel model deney duzenegi kullanilarak farkli tane sekli ve boyutlarina sahip uc farkli granuler dolgu malzemesi ile cesitli sikilik-gerilme tertiplerinde deneyler yapilmistir. Yapilan model deneylerinin goruntuleri parcacik goruntulu hiz olcumu (PGHO) yontemi ile cozumlenmis ve gocme yuzeyi geometrileri elde edilmistir. Boylece tane boyutu, sekli ve sursarj yukunun gocme yuzeyi geometrilerine etkileri arastirilmistir.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43345955","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.399574
Selçuk Demi̇r, P. Özener
{"title":"Sıvılaşmanın UBC3D-PLM Model ile Tahmin Edilmesi: Santrifüj Deneyi Örneği","authors":"Selçuk Demi̇r, P. Özener","doi":"10.18400/TEKDERG.399574","DOIUrl":"https://doi.org/10.18400/TEKDERG.399574","url":null,"abstract":"Bu calismada UBC3D-PLM model ile literaturde yer alan santrifuj deneyi modellenerek elde edilen sonuclar deneysel ve sayisal olarak karsilastirilmis ve sivilasma davranisi tahmin edilmeye calisilmistir. Ilk olarak UBC3D-PLM model icin gereken malzeme parametreleri ve kalibrasyon asamalarindan bahsedilerek santrifuj model deneyinde kullanilan zeminlerin monotonik ve cevrimsel yukler altindaki davranisi, sayisal modelde benzer bir davranis sergileyecek sekilde kalibre edilmistir. Kalibrasyon sonucunda elde edilen malzeme parametreleri kullanilarak, santrifuj deneyi sayisal olarak modellenmistir. Sayisal analiz sonucunda hesap edilen ivme, artik bosluk suyu basinci ve deplasmanlar deneyde olculen degerler ile karsilastirilmis ve genel olarak tutarli sonuclar elde edilmistir.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41469106","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.399961
G. Misir, Mustafa Laman
{"title":"Yanal Yüklü Eğik Rijit Kazıkların Sayısal Analizi","authors":"G. Misir, Mustafa Laman","doi":"10.18400/TEKDERG.399961","DOIUrl":"https://doi.org/10.18400/TEKDERG.399961","url":null,"abstract":"Calismada, yanal yuk etkisindeki kisa kazigin, homojen ve tabakali kum zeminler icerisinde, dusey ve egik olarak yerlestirilmesi durumunda, yanal yuk tasima kapasitesi degisimleri kucuk olcekli laboratuvar model deneyleri ile incelenmistir. Ayrica; deney programina bagli kalinarak, model deney sonuclari, sonlu elemanlar yontemine dayanan iki ve uc boyutlu sayisal analiz sonuclari ile karsilastirilmistir. Yanal yuklu kazigin analizi 3 boyutlu bir problem olup, 2 boyutlu bir problem olarak cozulmesi yaklasimi geoteknik alaninda ilk defa uygulanmaktadir. Sonuc olarak; deney ve 3D analiz sonuclari arasinda oldukca yakin bir uyum gozlenmistir. 2D sayisal analiz sonuclarindan elde edilen yaklasim yontemi ile farkli kazik yerlesim acisi ve zemin durumuna gore, kisa kazigin yanal yuk tasima kapasitesinin tahmin edilmesinde, yeterli uyum gozlenmistir.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42717513","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.397254
H. Kılıç, Emre Akinay
{"title":"Gömülü HDPE Borularda Esneme Davranışının İncelenmesi","authors":"H. Kılıç, Emre Akinay","doi":"10.18400/TEKDERG.397254","DOIUrl":"https://doi.org/10.18400/TEKDERG.397254","url":null,"abstract":"Bu calismada esnek borularin tasarimi ve performans limitlerini etkileyen faktorlerden boru cember rijitligi, gerilme, dolgu yerlesim relatif kompaksiyonu ve dolgu malzeme turunun boru-zemin etkilesimi uzerindeki etkileri incelenmistir. Bu kapsamda kalin dolgular altinda gomulu bulunan esnek boru davranisinin incelenmesi amaci ile yapilan proje kapsamindaki arazi deneyleri kullanilmistir. Boru ozellikleri, dolgu yerlesimi, dolgu malzeme turu dikkate alinarak soz konusu borularda meydana gelen esnemeler, Gelistirilmis Iowa yaklasimlari ve sayisal analizler ile incelenmis ve elde edilen sonuclarin arazi olcumleri ile karsilastirilmasi yapilmistir. Yari amprik yaklasimlar ve sayisal analizlerden hesaplanan esnemelerin arazi olcumleri ile yaklasik olarak uyumlu oldugu belirlenerek cember rijitligi dusuk ve yuksek olan yuksek yogunluklu polietilen borularin tasarimi icin bu amprik yaklasimlarin ve iki boyutlu sayisal analizlerin kullanilabilecegi gorulmustur.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42288771","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.399877
Taha Taşkiran, Ayşenur Aslan Fidan
{"title":"Doymamış Koşullardaki Bir Şevin Yağış Etkisindeki Duraylılığını Etkileyen Parametrelerin İncelenmesi","authors":"Taha Taşkiran, Ayşenur Aslan Fidan","doi":"10.18400/TEKDERG.399877","DOIUrl":"https://doi.org/10.18400/TEKDERG.399877","url":null,"abstract":"Calisma kapsaminda, yagisli mevsimlerde sev duraysizliklarinin siklikla goruldugu bir bolgede, doygun olmayan kosullardaki sevin durayliligini etkileyen parametreler incelenmistir. Incelenen parametreler; yagis yogunlugu, yagis suresi, hidrolik iletkenlik ve sev egimi olup; calismada bolgeye ait gercek yagis verilerini de iceren bir veri araligi kullanilarak, yari-parametrik calisma yapilmistir. Bu sekilde sevin mevcut durumu ve parametre degisiminin etkisi ayni anda incelenebilmistir. Yagisin etkisiyle olusan emme basinclarindaki degisim numerik yontemle elde edilmistir. Şev analizlerinde negatif bosluk suyu basincindaki degisim dikkate alinarak, Bishop limit denge yontemi kullanilmistir. Analizler sonucunda belirli bir yuksekligin uzerindeki sevlerde yagisli donemde gorulen gocmelerin nedeni ve incelenen parametrelerin durayliliga etkisi gosterilmistir.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42762559","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.399710
Ozan Subaşi, M. E. Haşal, Bilal Ozaslan, Recep Iyisan, Hiroaki Yamanaka, Kosuke Chimoto
{"title":"Bir Boyutlu Dinamik Analiz ve Mikrotremor Ölçüm Sonuçlarının Karşılaştırılması","authors":"Ozan Subaşi, M. E. Haşal, Bilal Ozaslan, Recep Iyisan, Hiroaki Yamanaka, Kosuke Chimoto","doi":"10.18400/TEKDERG.399710","DOIUrl":"https://doi.org/10.18400/TEKDERG.399710","url":null,"abstract":"Depremler sirasinda zemin tabakalarinda olusan deformasyon seviyeleri, yapi-zemin etkilesiminde onemli rol oynamaktadir. Kuvvetli yer hareketi kayitlari kullanilarak yapilan bir boyutlu (1D) dinamik analizlerle yuzeye yakin zemin tabakalari icin hesaplanan kayma sekil degistirmeleri, kucuk genlikli titresimler-mikrotremor verisi analiz sonuclarinin tasarim yer hareketine ait en buyuk yatay ivme degeriyle birlikte degerlendirilmesiyle de tahmin edilebilmektedir. Bu calismada, Kuzey Anadolu Fay Hattina yakin bir bolgede zemin tabakalarinin deprem hareketi karsisindaki davranisi hem 14 farkli ana kaya ivme kaydi kullanilarak yapilan 1D esdeger lineer dinamik analizlerle hem de mikrotremor olcumlerinin analizi yardimiyla elde edilmistir. Verilerin degerlendirilmesi sonucunda; kuvvetli yer hareketi sirasinda yuzeye yakin zemin tabakalarinda olusacak kayma birim sekil degistirmesinin belirlenebilmesi amaciyla, elastik ve elasto-plastik deformasyon seviyelerini kapsayan bir baginti onerilmistir.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41657726","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-09-01DOI: 10.18400/TEKDERG.399679
H. Alğin, Arda Burak Ekmen, Levent Yenmez
{"title":"Baret Kazıklı Radye Temellerin Üç Boyutlu Sonlu Elemanlar Analizi","authors":"H. Alğin, Arda Burak Ekmen, Levent Yenmez","doi":"10.18400/TEKDERG.399679","DOIUrl":"https://doi.org/10.18400/TEKDERG.399679","url":null,"abstract":"Yuksek katli yapi temellerinde kullanilan baret kazikli radye sistemlerinin oturma analizlerinin yapilmasi, geoteknik muhendisligi acisindan yeni bir bilimsel mucadele alani olmustur. Bu temel sistemlerinin sayisal uc boyutlu modellerinin goruntu isleme teknigiyle daha gercekci olarak yapilabildigini gostermek amaciyla, Viyana'daki Avrupa’nin en uzun gokdelenlerinden biri olan DC kulelerinin temel sistemleri ayrintili bir sekilde modellenmis ve kulelerin birbirlerine etkisi incelenmistir. Bu arastirma kapsaminda gelistirilen uc boyutlu sonlu elemanlar (3B SE) modelleri sayesinde, geoteknik muhendisliginde onemli bir temel cesidi olan baret kazikli radyelerin oturma analizleri, komsu kazik sistemiyle birlikte analiz edilerek olcum sonuclariyla kiyaslanmistir. Bu bildiride sunulan analizler sayesinde, literaturde daha once sunulan 3B SE analizi gelistirilerek oturma analizlerinin daha hassas olarak ileri bir modelleme teknigi ile yapilabilecegi aciklanmistir.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42776351","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-07-01DOI: 10.18400/TEKDERG.405948
Gül Balik, M. Yılmaz, B. Kök, T. Alataş
{"title":"Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt","authors":"Gül Balik, M. Yılmaz, B. Kök, T. Alataş","doi":"10.18400/TEKDERG.405948","DOIUrl":"https://doi.org/10.18400/TEKDERG.405948","url":null,"abstract":"In this study, the effects of mixing temperature on the performance of hot mix asphalt (HMA) were investigated. 5% Styrene-butadiene-styrene (SBS) and 18% America Gilsonite were used as binder modifiers. HMA samples were prepared at the mixing temperatures 10°C, 15°C, and 20°C lower temperatures than the mixing temperature. Marshall Stability and flow, resistance to moisture-induced damage and indirect tensile fatigue tests were conducted on the hot mix asphalt samples. As a result of the experimental study, it was determined that the use of additives increased the performance of the HMAs. In addition, it was determined that, in general, the stability, Marshall quotient, indirect tensile strength and fatigue life of the mixtures decreased and the flow values increased with decreased mixing temperature.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42712299","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Teknik DergiPub Date : 2019-07-01DOI: 10.18400/TEKDERG.408857
Žiga Unuk, V. Ž. Leskovar, M. Premrov
{"title":"Timber Floors and Strengthening Techniques (Illustrated with a Numerical Example)","authors":"Žiga Unuk, V. Ž. Leskovar, M. Premrov","doi":"10.18400/TEKDERG.408857","DOIUrl":"https://doi.org/10.18400/TEKDERG.408857","url":null,"abstract":"The trend of renewing old masonry buildings and provision of new housing, public and other areas without using new building lots is becoming increasingly important to ensure the conformity of the renovated buildings with the current technical regulations. One compliance aspect is the load-bearing function, which in a large degree depends on the floor structures. As old masonry buildings often have timber floors, the purpose of this article is to provide an insight into the field of timber floor strengthening. Thus, the evolution of floor structures is compactly presented, and common types of timber floors are given. Furthermore, the weight of different timber floor fillings is studied in relation to the prescribed imposed loads. Measures for strengthening old timber floors are introduced separately for vertical and horizontal strengthening. Additionally, a classic timber floor and a timber-concrete composite floor are analyzed according to the current building standards in the European Union, the Eurocodes.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":1.3,"publicationDate":"2019-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46331601","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}