Suchergebnisse - "Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Dynamics"

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

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

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

Schlagwörter: 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

Dateibeschreibung: application/pdf

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

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

The effects of initial static shear stress on the liquefaction resistance of Çine sand ; Başlangıç statik kayma gerilmesinin Çine kumunun sıvılaşma direncine etkileri

Autoren: Söylemez, Berkan Çetin, Kemal Önder Department of Civil Engineering

Weitere Verfasser: Söylemez, Berkan Çetin, Kemal Önder Department of Civil Engineering

Schlagwörter: Çine sand, Liquefaction, Cyclic torsion, Slope correction factor, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Dynamics, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Mechanics

Dateibeschreibung: 119 pages; application/pdf

Relation: https://hdl.handle.net/11511/111006

Verfügbarkeit: https://hdl.handle.net/11511/111006

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

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

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

Schlagwörter: 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

Dateibeschreibung: 695 pages; application/pdf

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

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

The Assessment of Seismic Site Effects During The 24 January 2020 Elazig-Sivrice Mw: 6.8 Earthquake ; 24 Ocak 2020 Elaziğ-Sivrice 6.8 Büyüklüğündeki Deprem Zemin Saha Etkilerinin Değerlendirilmesi

Autoren: Elsaid, Alaa Çetin, Kemal Önder Department of Earthquake Studies

Weitere Verfasser: Elsaid, Alaa Çetin, Kemal Önder Department of Earthquake Studies

Schlagwörter: Elazig-Sivrice earthquake, Seismic zonation, Soil liquefaction, Site response analyses, Site effects, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Environmental Engineering, Arbis Subjects::Engineering and Technology::Geotechnical Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Soil Dynamics, Arbis Subjects::Engineering and Technology::Geotechnical Engineering::Earth Observations (Remote Sensing), Arbis Subjects::Engineering and Technology::Geotechnical Engineering::Cartography::Map Production

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/96308

Verfügbarkeit: https://hdl.handle.net/11511/96308

Probability-based assessment of post-liquefaction shear strength: An effective stress approach ; Zemin sıvılaşması sonrası kayma mukavemetinin efektif gerilme yaklaşımı ile olasılıksal belirlenmesi

Autoren: Sari, Satuk Buğrahan Çetin, Kemal Önder Department of Civil Engineering

Weitere Verfasser: Sari, Satuk Buğrahan Çetin, Kemal Önder Department of Civil Engineering

Schlagwörter: Post-liquefaction Shear Strength, Residual Shear Strength, 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, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/98102

Verfügbarkeit: https://hdl.handle.net/11511/98102