Limit State Moment Functions for Laterally Loaded Single Piles in Local OC Clay

Limit State Moment Functions for Laterally Loaded Single Piles in Local OC Clay

Performance level of piles is usually expressed with the maximum head deflection and bending moment. Uncertainties in the performance of a pile originates from many factors such as spatial variation of soil properties, inadequate soil investigations, errors taking place in the determination of soil...

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Bibliographic Details
Main Authors: Gökhan İMANÇLI, Mehmet Rifat KAHYAOĞLU, Gürkan ÖZDEN
Format: Article
Language:English
Published: Pamukkale University 2009-03-01
Series:Pamukkale University Journal of Engineering Sciences
Subjects:
Yanal yüklü kazık, Aşırı konsolide kil, Kazık rijitliği, Üç boyutlu sonlu elemanlar analizi, Tepki yüzeyi yöntemi, Limit durum moment fonksiyonu.
Online Access:http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088866

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http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088866

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