A Parametric Study of Effect On Single Pile Integrity Due to An Adjacent Excavation Induced Stress Release in Soft Clay

A Parametric Study of Effect On Single Pile Integrity Due to An Adjacent Excavation Induced Stress Release in Soft Clay

To gain new insights into single pile responses to adjacent excavations in soft ground, numerical parametric studies are carried out. An advanced hypoplastic (clay) constitutive model which takes account of small-strain stiffness is adopted. The effects of excavation depths (i.e. formation level) re...

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Bibliographic Details
Main Authors: D. A. Mangnejo, M. A. Soomro, N. Mangi, I. A. Halepoto, I. A. Dahri
Format: Article
Language:English
Published: D. G. Pylarinos 2018-08-01
Series:Engineering, Technology & Applied Science Research
Subjects:
parametric study
different excavation depths
soft clay
single pile
Online Access:http://etasr.com/index.php/ETASR/article/view/2105

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http://etasr.com/index.php/ETASR/article/view/2105

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