Influence of Pile Cap–Ground Contact Geometry on the Behavior of Piled Foundations
AG França, GJ Rodrigo - Arabian Journal for Science and Engineering, 2023 - Springer
In piled raft foundations, the bearing capacity is the result of the combination of the
resistance of the pile group and the contribution of the contact between the pile cap and the …
resistance of the pile group and the contribution of the contact between the pile cap and the …
Multiple Linear Regression Applied in the Calibration of Numerical Analysis in Deep Foundations
GF Azevedo, JR Garcia - Indian Geotechnical Journal, 2024 - Springer
Calibrating a numerical model is an indispensable step in ensuring the reliability of
numerically derived results. The constant evolution of highly advanced computational tools …
numerically derived results. The constant evolution of highly advanced computational tools …
Study of deformations in sheet piles under the influence of different variables
HHA Ali - 2023 - openaccess.altinbas.edu.tr
Due to the trend toward building tunnels, roads, parking garages, and most of the services, it
has become necessary to study the methods of supporting the soil and know the quality of …
has become necessary to study the methods of supporting the soil and know the quality of …
Kohezyonsuz Zeminde Temel Geometrisi Etkisinin Lineer ve Lineer Olmayan Sonlu Elemanlar Analizleri ile Karşılaştırılması
ME Efe, İD Çelik, EE Başar - Teknik Bilimler Dergisi, 2024 - dergipark.org.tr
Literatürde sıklıkla kullanılan analitik yöntemlerde bulunan formüllerin yeterli veya ekonomik
olmamasından kaynaklanan alternatif metotlar arayışı ile son yıllarda yatak katsayıları ve …
olmamasından kaynaklanan alternatif metotlar arayışı ile son yıllarda yatak katsayıları ve …