Numerical Study of Piles Group under Seismic Loading in Frictinal Soil

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ISSN Print: 2169-9623
ISSN Online: 2169-9631
www.scirp.org/journal/ojer
E-mail: ojer@scirp.org

"Numerical Study of Piles Group under Seismic Loading in Frictinal Soil—Inclination Effect"
written by Fadi Hage Chehade, Marwan Sadek, Douaa Bachir,
published by Open Journal of Earthquake Research, Vol.3 No.1, 2014

has been cited by the following article(s):

[1]	3D seismic response assessment of barrette piled high-rise building with comprehensive subsurface modelling
	Soil Dynamics and Earthquake Engineering, 2022

[2]	Parametric study of kinematic interaction in pile-cohesive soil under dynamic loads
	Amirkabir …, 2021

[3]	Influence of micropile parameters on bearing capacity of footings
	2021

[4]	مطالعه پارامتری اندرکنش سینماتیکی شمع-خاک چسبنده تحت بار دینامیکی‎
	2021

[5]	An Experimental Study for Reinforcing the Ground Underneath a Footing Using Micropiles
	2018

[6]	Nonlinear 3D finite element analysis of soil–pile–structure interaction system subjected to horizontal earthquake excitation
	Soil Dynamics and Earthquake Engineering, 2016

[7]	A Study of Pile Group Geometry on Soil Bed Response, under Dynamic Loads, Using Finite-Element Method
	Cumhuriyet Science Journal, 2015

[8]	A Method for Reinforcing the Ground Adjacent to the Footing Using Micropiles
	Marine Georesources & Geotechnology, 2014

[1]	3D seismic response assessment of barrette piled high-rise building with comprehensive subsurface modelling Soil Dynamics and Earthquake Engineering, 2022 DOI:10.1016/j.soildyn.2022.107488

[2]	3D seismic response assessment of barrette piled high-rise building with comprehensive subsurface modelling Soil Dynamics and Earthquake Engineering, 2022 DOI:10.1016/j.soildyn.2022.107488

[3]	Influence of micropile parameters on bearing capacity of footings Environmental Science and Pollution Research, 2021 DOI:10.1007/s11356-021-14062-7

[4]	An Experimental Study for Reinforcing the Ground Underneath a Footing Using Micropiles Geotechnical Testing Journal, 2018 DOI:10.1520/GTJ20160241

[5]	An Experimental Study for Reinforcing the Ground Underneath a Footing Using Micropiles Geotechnical Testing Journal, 2018 DOI:10.1520/GTJ20160241

[6]	A Method for Reinforcing the Ground Adjacent to the Footing Using Micropiles Marine Georesources & Geotechnology, 2016 DOI:10.1080/1064119X.2014.974787

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