Search Results - "Karray, Mourad"

Use of shear wave velocity to assess Champlain marine clay fabric anisotropy.

Authors: Torabipour, Amin Ethier, Yannic Karray, Mourad

Source: Canadian Geotechnical Journal; 2/7/2025, Vol. 62, p1-16, 16p

Experimental approach for assessing dissipated excess pore pressure-induced settlement.

Authors: Bayoumi, Aya Chekired, Mohamed Karray, Mourad

Source: Canadian Geotechnical Journal; 2024, Vol. 61 Issue 9, p1755-1774, 20p

Assessment of Anisotropy in Cold In-Place Recycled Materials Using Shear Wave Velocity and Computed Tomography Analysis.

Authors: Lecuru, Quentin Ethier, Yannic Carter, Alan et al.

Source: Infrastructures; May2025, Vol. 10 Issue 5, p115, 24p

Shear modulus and hysteretic damping of sensitive eastern Canada clays.

Authors: Abdellaziz, Mustapha Karray, Mourad Chekired, Mohamed et al.

Source: Canadian Geotechnical Journal; 2021, Vol. 58 Issue 8, p1118-1134, 17p

Assessment of deep compaction of the Péribonka dam foundation using “modal analysis of surface waves” (MASW)

Authors: Karray, Mourad Lefebvre, Guy Ethier, Yannic

Source: Canadian Geotechnical Journal; March 2010, Vol. 47 Issue 3, p312-326, 15p

Détection des cavités sous les pavages par l'analyse modal des ondes de Rayleigh (MASW) (French)

Authors: Karray, Mourad Lefebvre, Guy

Source: Canadian Geotechnical Journal; April 2009, Vol. 46 Issue 4, p424-437, 14p

Significance and evaluation of Poisson's ratio in Rayleigh wave testing.

Authors: Karray, Mourad Lefebvre, Guy

Source: Canadian Geotechnical Journal; May 2008, Vol. 45 Issue 5, p624-635, 12p

Laboratory Measurement of Permeability in Postseismic Flow.

Authors: Bayoumi, Aya Chekired, Mohamed Karray, Mourad

Source: International Journal of Geomechanics; Mar2023, Vol. 23 Issue 3, p1-13, 13p

Simplified approach for soil-spring stiffness prediction of pile group.

Authors: Hazzar, Lassaad Karray, Mourad Pasic, Admir

Source: International Journal of Geotechnical Engineering; Apr2022, Vol. 16 Issue 4, p415-425, 11p

On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes.

Authors: Khashila, Marwan Hussien, Mahmoud N. Chekired, Mohamed et al.

Source: International Journal of Geomechanics; Aug2021, Vol. 21 Issue 8, p1-12, 12p

A TLBO-optimized artificial neural network for modeling axial capacity of pile foundations.

Authors: Benali, Amel Hachama, Mohammed Bounif, Aouda et al.

Source: Engineering with Computers; 2021, Vol. 37 Issue 1, p675-684, 10p

Effect of Piezoelectric Ring Sensor Size on Early-Age Property Monitoring of Self-Consolidating Concrete.

Authors: Naji, Siwar Khayat, Kamal H. Karray, Mourad

Source: ACI Materials Journal; Nov2018, Vol. 115 Issue 6, p813-824, 12p

Importance of coherence between geophysical and geotechnical data in dynamic response analysis.

Authors: Karray, Mourad Tremblay, Simon-Pierre Hussein, Mahmoud N. et al.

Source: E3S Web of Conferences; 5/7/2019, Vol. 92, p1-6, 6p

Cyclic and dynamic behaviour of a Canadian sensitive clay.

Authors: d'Onofrio, Anna Chiaradonna, Anna Lanzo, Giuseppe et al.

Source: E3S Web of Conferences; 5/7/2019, Vol. 92, p1-6, 6p

Triaxial Simple Shear test: TxSS.

Authors: Karray, Mourad Chekired, Mohamed Tarantino, A. et al.

Source: E3S Web of Conferences; 5/7/2019, Vol. 92, p1-6, 6p

Shear wave velocity as function of cone penetration resistance and grain size for Holocene-age uncemented soils: a new perspective.

Authors: Karray, Mourad Hussien, Mahmoud

Source: Acta Geotechnica. Oct2017, Vol. 12 Issue 5, p1129-1158. 30p.

Subjects: Soil penetration test, Shear waves, Particle size distribution, Stiffness (Mechanics), Grain size

Non-linear soil modelling by correction of the hysteretic damping using a modified Iwan model together with Masing rules.

Authors: Chehat, Azeddine Harichane, Zamila Karray, Mourad

Source: International Journal of Geotechnical Engineering; Nov2019, Vol. 13 Issue 6, p581-593, 13p

Assessment of Static Stability of Concrete Using Shear Wave Velocity Approach.

Authors: Naji, Siwar Khayat, Kamal H. Karray, Mourad

Source: ACI Materials Journal; Jan/Feb2017, Vol. 114 Issue 1, p105-115, 11p

Liquefaction resistance from cyclic simple and triaxial shearing: a comparative study.

Authors: Khashila, Marwan Hussien, Mahmoud N. Karray, Mourad et al.

Source: Acta Geotechnica. Jun2021, Vol. 16 Issue 6, p1735-1753. 19p.

Subjects: Biomass liquefaction, R-curves, Comparative studies, Computer simulation, Sand, Computer programming, Pore water pressure

Framework to improve the correlation of SPT-N and geotechnical parameters in sand.

Authors: Ghali, Michael Chekired, Mohamed Karray, Mourad

Source: Acta Geotechnica. Mar2020, Vol. 15 Issue 3, p735-759. 25p.

Subjects: Specific gravity, University research, Comparative studies, Sand, Particles, Computer simulation