Výsledky vyhľadávania - Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other*

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

Autori: Kangal, Ozan Çokça, Erdal Sandıkkaya, Mustafa Abdullah a ďalší

Prispievatelia: Kangal, Ozan Çokça, Erdal Sandıkkaya, Mustafa Abdullah a ďalší

Predmety: 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

Popis súboru: application/pdf

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

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

Experimental and numerical investigation on the effectiveness of plate piles in mitigating rainfall-induced slope failures in expansive soils.docx ; Şişen zeminlerde yağış kaynaklı şev göçmelerinin önlenmesinde plaka kazıkların etkinliğinin deneysel ve sayısal olarak incelenmesi

Autori: Aktaş Engin, Tuğçe Çokça, Erdal Department of Civil Engineering

Prispievatelia: Aktaş Engin, Tuğçe Çokça, Erdal Department of Civil Engineering

Predmety: Expansive soils, Slope stability, Plate pile, Coupled analysis, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

Popis súboru: application/pdf

Relation: https://hdl.handle.net/11511/116112

Dostupnosť: https://hdl.handle.net/11511/116112

Load-settlement behavior of microbially improved sands ; Mikrobiyolojik olarak iyileştirilmiş kumların yük-oturma davranışı

Autori: Sarıçiçek, Yılmaz Emre Pekcan, Onur Department of Civil Engineering

Prispievatelia: Sarıçiçek, Yılmaz Emre Pekcan, Onur Department of Civil Engineering

Predmety: Microbially Induced Calcium Carbonate Precipitation, S. pasteurii, One-dimensional Loading, Foundation Model Tests, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Ground Improvement, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Foundation Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

Popis súboru: application/pdf

Relation: https://hdl.handle.net/11511/108492

Dostupnosť: https://hdl.handle.net/11511/108492

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

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

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

Predmety: 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

Popis súboru: application/pdf

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

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

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

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

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

Predmety: 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

Popis súboru: application/pdf

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

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

Predicted and Observed Deformation Behaviour of Derince Dam ; Derince Barajı'nın Tahmin Edilen ve Gözlemlenen Deformasyon Davranışı

Autori: Er, Yasemin Çokça, Erdal Özkan, M. Yener a ďalší

Prispievatelia: Er, Yasemin Çokça, Erdal Özkan, M. Yener a ďalší

Predmety: Settlement, Stress, Concrete face sand-gravel dams, Finite element method, Dams constructed on alluvial deposits, Arbis Subjects::Engineering and Technology::Civil Engineering::Geotechnical::Other

Popis súboru: 120 pages; application/pdf

Relation: https://hdl.handle.net/11511/108191

Dostupnosť: https://hdl.handle.net/11511/108191

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

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

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

Predmety: 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

Popis súboru: application/pdf

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

Dostupnosť: 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

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

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

Predmety: 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

Popis súboru: application/pdf

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

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