Search Results - "Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical"

NUMERICAL AND EXPERIMENTAL ANALYSIS OF SINGLE PILE FOUNDATION BEHAVIOR IN EXPANSIVE ANKARA CLAY ; ŞİŞEN ANKARA KİLİNDE TEKİL KAZIK TEMEL DAVRANIŞININ SAYISAL VE DENEYSEL ANALİZİ

Authors: YILDIRIM, SEFA Çokça, Erdal Department of Civil Engineering

Contributors: YILDIRIM, SEFA Çokça, Erdal Department of Civil Engineering

Subject Terms: Clay, Expansive Soil, Pile Foundation, SWRC, BBM, FEM, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Foundation Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Mechanics

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Relation: https://hdl.handle.net/11511/115423

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CYCLIC LABORATORY TESTING-BASED ASSESSMENT OF STRESS SCALING FACTORS FOR CINE SAND ; ÇİNE KUMU GERİLME DÜZELTME KATSAYILARININ ÇEVRİMSEL LABORATUVAR DENEYLERİ İLE BELİRLENMESİ

Authors: Al-Suhaily, Ahmed Çetin, Kemal Önder Department of Civil Engineering

Contributors: Al-Suhaily, Ahmed Çetin, Kemal Önder Department of Civil Engineering

Subject Terms: Çine sand, liquefaction, cyclic direct simple shear, stress corrections, constant volume, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Dynamics, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Mechanics

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Relation: https://hdl.handle.net/11511/113499

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A method for probabilistic seismic hazard analysis of earthquake magnitude to be used in a liquefaction potential assessment ; Sıvılaşma potansiyeli analizinde kullanilacak deprem büyüklüğü için bir sismik tehlike analizi yöntemi

Authors: Aydoğan, Batuhan Bakır, Bahadır Sadık Yılmaz, Mustafa Tolga et al.

Contributors: Aydoğan, Batuhan Bakır, Bahadır Sadık Yılmaz, Mustafa Tolga et al.

Subject Terms: Liquefaction, Magnitude scaling factor, Equivalent number of cycles, Ground motion prediction equation, Seismic hazard analysis, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Geophysical Engineering::Seismology, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering

File Description: 95 pages; application/pdf

Relation: https://hdl.handle.net/11511/113516

Availability: https://hdl.handle.net/11511/113516

LATERAL BEHAVIOR OF PILES ON SLOPES IN COHESIVE SOILS UNDER DRAINED CONDITIONS ; EĞİM ÜZERİNDEKİ KAZIKLARIN DRENAJLI KOŞULLARDA KOHEZYONLU ZEMİNLERDE YATAY DAVRANIŞI

Authors: Kangal, Ozan Çokça, Erdal Sandıkkaya, Mustafa Abdullah et al.

Contributors: Kangal, Ozan Çokça, Erdal Sandıkkaya, Mustafa Abdullah et al.

Subject Terms: Piles, Soil Slope, p-y Curves, Finite Element Analysis, Lateral Loading, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

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Relation: https://hdl.handle.net/11511/113441

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OPTIMAL DESIGN OF SLOPE STABILIZING PILES USING METAHEURISTIC TECHNIQUES ; METASEZGİSEL TEKNİKLER KULLANILARAK ŞEV STABİLİZASYON KAZIKLARININ OPTİMUM TASARIMI

Authors: Öcal, Arda Pekcan, Onur Department of Civil Engineering

Contributors: Öcal, Arda Pekcan, Onur Department of Civil Engineering

Subject Terms: Landslide Stabilizing Piles, Optimization, Metaheuristic Algorithm, Limit Equilibrium Method, Artificial Neural Networks, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

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Relation: https://hdl.handle.net/11511/108714

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Preliminary geotechnical design of offshore wind turbine monopiles in Türkiye using FEM ; Türkiye'de açık deniz rüzgar türbini tekil kazıklarının sonlu elemanlar yöntemi ile geoteknik ön tasarımı

Authors: Taşbaşı, Atasev Doğukan Huvaj Sarıhan, Nejan Department of Civil Engineering

Contributors: Taşbaşı, Atasev Doğukan Huvaj Sarıhan, Nejan Department of Civil Engineering

Subject Terms: Offshore wind energy, Monopile design, Renewable energy, Finite element method, PLAXIS, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: 272 pages; application/pdf

Relation: https://hdl.handle.net/11511/111478

Availability: https://hdl.handle.net/11511/111478

Development of a marker-based displacement tracking technique for tensile testing of geosynthetics using computer vision ; Bilgisayar görüsü kullanarak geosentetiklerin çekme testi için işaretçi tabanli deplasman takip yönteminin geliştirilmesi

Authors: Türkezer, Mehmet Pekcan, Onur Department of Civil Engineering

Contributors: Türkezer, Mehmet Pekcan, Onur Department of Civil Engineering

Subject Terms: Geosynthetics, Tensile testing, Strain measurement, Video extensometer, Digital image correlation, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Geotechnical Engineering

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Relation: https://hdl.handle.net/11511/104763

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Stabilization of expansive soils using silica fume and lime ; Şişen zeminlerin silis dumani ve kireç kullanilarak stabilizasyonu

Authors: Güzel, Hayri Çokça, Erdal Department of Civil Engineering

Contributors: Güzel, Hayri Çokça, Erdal Department of Civil Engineering

Subject Terms: Expansive soil, Soil stabilization, Swelling potential, Silica fume, Lime, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Geotechnical Engineering

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Relation: https://hdl.handle.net/11511/105353

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The Assessment of Seismic Liquefaction Triggering of Gravelly Soils ; Çakıllı Zeminlerin Sismik Zemin Sıvılaşması Tetiklenme Değerlendirilmesi

Authors: Şahin, Arda Çetin, Kemal Önder Department of Civil Engineering

Contributors: Şahin, Arda Çetin, Kemal Önder Department of Civil Engineering

Subject Terms: Liquefaction, Gravelly soils, Earthquake, Dynamic Penetration Test, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: 402 pages; application/pdf

Relation: https://hdl.handle.net/11511/104490

Availability: https://hdl.handle.net/11511/104490

Offshore wind turbines in Marmara Region, Türkiye: Site selection and preliminary geotechnical design of monopiles ; Marmara Bölgesi, Türkiye’de deniz üstü rüzgar türbinleri: Saha seçimi ve tekil kazik geoteknik ön tasarimi

Authors: Caceoğlu, Eray Huvaj Sarıhan, Nejan Oğuz, Elif et al.

Contributors: Caceoğlu, Eray Huvaj Sarıhan, Nejan Oğuz, Elif et al.

Subject Terms: Offshore wind energy, Analytical Hierarchy Process, Geographic Information Systems, Monopile design, p-y curves, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

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Relation: https://hdl.handle.net/11511/104489

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SLOPE STABILITY ANALYSIS WITH SLOPE STABILIZING PILES: A CASE STUDY ; ŞEV STABİLİTESİ KAZIKLARI İLE ŞEV STABİLİTE ANALİZİ: VAKA İNCELEMESİ

Authors: Karsavuran, Başak Çokça, Erdal Department of Civil Engineering

Contributors: Karsavuran, Başak Çokça, Erdal Department of Civil Engineering

Subject Terms: 2-D and 3-D Finite element analyses, Swelling clay, Soil-pile interaction, Soil displacement monitoring, Soil arching, Slope stabilizing piles, Pile spacing, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

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Relation: https://hdl.handle.net/11511/110085

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Slope stabilizing passive piles: A laboratory model study ; Şev güçlendiren pasif kazıklar: Bir laboratuvar model çalışması

Authors: Ünver, Abidin Mengüç Huvaj Sarıhan, Nejan Department of Civil Engineering

Contributors: Ünver, Abidin Mengüç Huvaj Sarıhan, Nejan Department of Civil Engineering

Subject Terms: Laboratory model test, Passive pile, Slope stabilization, Miniature pressure transducer, Soil and water calibration, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Geotechnical Engineering, Arbis Subjects::Engineering and Technology::Geotechnical Engineering::Measuring Technique, Arbis Subjects::Engineering and Technology::Geotechnical Engineering::Measuring Technique::Other, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

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Relation: https://hdl.handle.net/11511/107805

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Performance evaluation of a ground motion model applicable to hard rock site conditions for Turkey ; Türkiye için sert saha koşullarına uygulanabilecek bir kuvvetli yer hareketi tahmin denkleminin performans değerlendirmesi

Authors: Kanun, Onur Pekcan, Onur Gülerce, Zeynep et al.

Contributors: Kanun, Onur Pekcan, Onur Gülerce, Zeynep et al.

Subject Terms: Deconvolution, Ground motion model, Hard rock GMPE, 1-d ground response analysis, Equivalent linear analysis, Arbis Subjects::Engineering and Technology::Geotechnical Engineering, Arbis Subjects::Engineering and Technology::Geophysical Engineering::Seismology, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

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Relation: https://hdl.handle.net/11511/104731

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DETERMINATION OF UNSATURATED SOIL PROPERTIES FROM SIMPLIFIED EXPERIMENTAL PROCEDURES ; BASİTLEŞTİRİLMİŞ DENEYSEL YÖNTEMLER ÜZERİNDEN SUYA DOYGUN OLMAYAN ZEMİN ÖZELLİKLERİNİN TAYİNİ

Authors: Kenanoğlu, Melih Birhan Toker, Nabi Kartal Department of Civil Engineering

Contributors: Kenanoğlu, Melih Birhan Toker, Nabi Kartal Department of Civil Engineering

Subject Terms: Unsaturated Soils, Triaxial Test, Soil Water Retention Curve, Shear Strength, Hydraulic Conductivity Function, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: application/pdf

Relation: https://hdl.handle.net/11511/102520

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Mechanical Properties Of Alluvium Clay Treated With And Without Cement And Four Different Fibers: Relationship Between The Strength, Stiffness, Durability And Sustainability ; Alüvyon Killerin Çimento Katkili/Katkisiz Dört Farkli Elyaf Ile Dayaniklilik, Rijitlik, Dayanim Ve Sürdürülebilirlik Ilişkileri.

Authors: Abki, Ala Jehad Ahmad Ekinci, Abdullah Sustainable Environment and Energy Systems

Contributors: Abki, Ala Jehad Ahmad Ekinci, Abdullah Sustainable Environment and Energy Systems

Subject Terms: Alluvium clays, ground improvement, strength, stiffness, durability, sustainability, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Environmental Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Geotechnical Engineering

File Description: application/pdf

Relation: https://hdl.handle.net/11511/103067

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Three-dimensional finite element analysis of end-bearing pile groups for negative skin friction estimation ; Üç boyutlu sonlu elemanlar analizi ile uç taşıyıcı kazık gruplarında negatif çeper sürtünmesinin hesaplanması

Authors: İlçioğlu, Mehmet Toker, Nabi Kartal Department of Civil Engineering

Contributors: İlçioğlu, Mehmet Toker, Nabi Kartal Department of Civil Engineering

Subject Terms: Negative skin friction, Pile groups, 3D finite element analysis, End bearing piles, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Foundation Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: application/pdf

Relation: https://hdl.handle.net/11511/107662

Availability: https://hdl.handle.net/11511/107662

CPT-based probabilistic assessment of seismic soil liquefaction triggering relationships ; CPT-tabanlı sismik zemin sıvılaşması tetiklenmesi ilişkilerinin olasılıksal değerlendirilmesi

Authors: Can, Gizem Çetin, Kemal Önder Moss, Robb Eric Shedwick et al.

Contributors: Can, Gizem Çetin, Kemal Önder Moss, Robb Eric Shedwick et al.

Subject Terms: Liquefaction, Case history, CPT, Probabilistic modeling, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Dynamics

File Description: 695 pages; application/pdf

Relation: https://hdl.handle.net/11511/98170

Availability: https://hdl.handle.net/11511/98170

SPT-based probabilistic assessment of seismic soil liquefaction triggering ; SPT-esasli olasılıksal sismik zemin sıvılaşması tetiklenme değerlendirmesi

Authors: Ilgaç, Makbule Çetin, Kemal Önder Kayen, Robert Edward et al.

Contributors: Ilgaç, Makbule Çetin, Kemal Önder Kayen, Robert Edward et al.

Subject Terms: Liquefaction, Earthquake, Standard penetration test, Site response, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: 970 pages; application/pdf

Relation: https://hdl.handle.net/11511/98169

Availability: https://hdl.handle.net/11511/98169

APPLICATION AND COMPARISON OF MULTISTAGE TRIAXIAL COMPRESSION TEST PROCEDURES ON RECONSTITUTED ANKARA CLAY ; YENİDEN OLUŞTURULMUŞ ANKARA KİLİNDE ÜÇ EKSENLİ DAYANIM DENEYİ İÇİN KADEMELİ KESME PROSEDÜRLERİNİN UYGULANMASI VE KARŞILAŞTIRILMASI

Authors: VAKILINEZHAD, AMIRAHMAD Toker, Nabi Kartal Department of Civil Engineering

Contributors: VAKILINEZHAD, AMIRAHMAD Toker, Nabi Kartal Department of Civil Engineering

Subject Terms: Triaxial Compression Test, Multistage Test, Ankara Clay, Strength Parameters, High-Plasticity Clays, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: application/pdf

Relation: https://hdl.handle.net/11511/97393

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Towards the non-ergodic ground motion models of Turkey: Assessment of systematic site, source and path effects ; Türkiye için ergodik olmayan yer hareketi modellerine doğru: Sahadan sahaya, kaynaktan kaynağa ve rotadan rotaya sistematik değişkenliklerin değerlendirmesi

Authors: Önder, Fatih Mehmet Gülerce, Zeynep Özacar, Atilla Arda et al.

Contributors: Önder, Fatih Mehmet Gülerce, Zeynep Özacar, Atilla Arda et al.

Subject Terms: Ground motion models, Non-ergodic GMMs, Turkey-adjusted GMMs, Single station sigma, Arbis Subjects::Engineering and Technology::Geophysical Engineering::Seismology, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical

File Description: 128 pages; application/pdf

Relation: https://hdl.handle.net/11511/99491

Availability: https://hdl.handle.net/11511/99491