Isam Shahrour
Isam Shahrour
Lille University -France
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Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure
FH Chehade, I Shahrour
Tunnelling and Underground Space Technology 23 (2), 210-214, 2008
Group effects in stone column foundations: model tests
D Muir Wood, W Hu, DFT Nash
Geotechnique 50 (6), 689-698, 2000
Three‐dimensional finite element analysis of the interaction between tunneling and pile foundations
H Mroueh, I Shahrour
International Journal for Numerical and Analytical Methods in Geomechanics …, 2002
A full 3-D finite element analysis of tunneling–adjacent structures interaction
H Mroueh, I Shahrour
Computers and Geotechnics 30 (3), 245-253, 2003
A simplified 3D model for tunnel construction using tunnel boring machines
H Mroueh, I Shahrour
Tunnelling and Underground Space Technology 23 (1), 38-45, 2008
Application of Artificial Neural Networks (ANN) to model the failure of urban water mains
R Jafar, I Shahrour, I Juran
Mathematical and Computer Modelling 51 (9-10), 1170-1180, 2010
Three-dimensional finite element analysis of the seismic behavior of inclined micropiles
M Sadek, S Isam
Soil Dynamics and Earthquake Engineering 24 (6), 473-485, 2004
Soils development in opencast coal mine spoils reclaimed for 1–13 years in the West-Northern Loess Plateau of China
Z Zhao, I Shahrour, Z Bai, W Fan, L Feng, H Li
European Journal of Soil Biology 55, 40-46, 2013
An elastoplastic constitutive relation for the soil-structure interface under cyclic loading
I Shahrour, F Rezaie
Computers and Geotechnics 21 (1), 21-39, 1997
Use of artificial neural network simulation metamodelling to assess groundwater contamination in a road project
E El Tabach, L Lancelot, I Shahrour, Y Najjar
Mathematical and computer modelling 45 (7-8), 766-776, 2007
Experimental investigation of mechanical behavior of bedded rock salt containing inclined interlayer
Y Li, W Liu, C Yang, JJK Daemen
International Journal of Rock Mechanics and Mining Sciences 69, 39-49, 2014
Failure and dilatancy properties of sand at relatively low stresses
L Lancelot, I Shahrour, M Al Mahmoud
Journal of Engineering Mechanics 132 (12), 1396-1399, 2006
Numerical estimation of REV and permeability tensor for fractured rock masses by composite element method
SH Chen, XM Feng, S Isam
International journal for numerical and analytical methods in geomechanics …, 2008
A three dimensional embedded beam element for reinforced geomaterials
M Sadek, I Shahrour
International journal for numerical and analytical methods in geomechanics …, 2004
Influence of the head and tip connection on the seismic performance of micropiles
M Sadek, I Shahrour
Soil Dynamics and Earthquake Engineering 26 (5), 461-468, 2006
Influence of fines on the resistance to liquefaction of a clayey sand
R Bouferra, I Shahrour
Proceedings of the Institution of Civil Engineers-Ground Improvement 8 (1), 1-5, 2004
Saturation and preloading effects on the cyclic behavior of sand
R Bouferra, N Benseddiq, I Shahrour
International journal of geomechanics 7 (5), 396-401, 2007
A theoretical study of swelling and shrinking of hydrated Wyoming montmorillonite
Y Zheng, A Zaoui, I Shahrour
Applied Clay Science 51 (1-2), 177-181, 2011
Influence of the soil–structure interaction on the fundamental period of buildings
L Khalil, M Sadek, I Shahrour
Earthquake engineering & structural dynamics 36 (15), 2445-2453, 2007
Elastoplastic analysis of the seismic response of tunnels in soft soils
I Shahrour, F Khoshnoudian, M Sadek, H Mroueh
Tunnelling and underground space technology 25 (4), 478-482, 2010
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