Theo dõi
Mohammad Rezania
Mohammad Rezania
Reader in Civil Engineering
Email được xác minh tại warwick.ac.uk - Trang chủ
Tiêu đề
Trích dẫn bởi
Trích dẫn bởi
Năm
Variations of hydraulic properties of granular sandstones during water inrush: Effect of small particle migration
D Ma, M Rezania, HS Yu, HB Bai
Engineering Geology 217, 61-70, 2017
2352017
Evaluation of liquefaction induced lateral displacements using genetic programming
AA Javadi, M Rezania, M Mousavi Nezhad
Computers and Geotechnics 33 (4), 222-233, 2006
2132006
A new genetic programming model for predicting settlement of shallow foundations
M Rezania, AA Javadi
Canadian Geotechnical Journal 44 (12), 1462-1473, 2007
1632007
Applications of artificial intelligence and data mining techniques in soil modeling
AA Javadi, M Rezania
Geomechanics and Engineering 1 (1), 53-74, 2009
1172009
Experimental study and numerical modeling of fracture propagation in shale rocks during Brazilian disk test
M Mousavi Nezhad, QJ Fisher, E Gironacci, M Rezania
Rock Mechanics and Rock Engineering 51 (6), 1755–1775, 2018
1092018
An evolutionary based approach for assessment of earthquake-induced soil liquefaction and lateral displacement
M Rezania, A Faramarzi, AA Javadi
Engineering Applications of Artificial Intelligence 24 (1), 142-153, 2011
1002011
An evolutionary-based data mining technique for assessment of civil engineering systems
M Rezania, AA Javadi, O Giustolisi
Engineering Computations 25 (6), 500-517, 2008
912008
Evaluation of liquefaction potential based on CPT results using evolutionary polynomial regression
M Rezania, AA Javadi, O Giustolisi
Computers and Geotechnics 37 (1), 82-92, 2010
882010
Intelligent finite element method: An evolutionary approach to constitutive modeling
AA Javadi, M Rezania
Advanced Engineering Informatics 23 (4), 442-451, 2009
732009
Coal mining wastes valorization as raw geomaterials in construction: A review with new perspectives
TL Vo, W Nash, M Del Galdo, M Rezania, R Crane, MM Nezhad, L Ferrara
Journal of Cleaner Production 336, 1-19, 2022
712022
A viscoplastic SANICLAY model for natural soft soils
M Rezania, M Taiebat, E Poletti
Computers and Geotechnics 73, 128-141, 2016
632016
Seepage properties of crushed coal particles
D Ma, X Miao, Y Wu, H Bai, J Wang, M Rezania, Y Huang, H Qian
Journal of Petroleum Science and Engineering 146, 297-307, 2016
522016
Numerical analysis of Ballina test embankment on a soft structured clay foundation
M Rezania, H Nguyen, H Zanganeh, M Taiebat
Computers and Geotechnics 93, 61-74, 2018
462018
Stochastic modelling of crack propagation in materials with random properties using isometric mapping for dimensionality reduction of nonlinear data sets
M Mousavi Nezhad, E Gironacci, M Rezania, N Khalili
International Journal for Numerical Methods in Engineering 113 (4), 656-680, 2018
442018
Uncertainty quantification of landslide runout motion considering soil interdependent anisotropy and fabric orientation
G Ma, M Rezania, MM Nezhad, X Hu
Landslides 19 (5), 1231-1247, 2022
402022
Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory
G Ma, M Rezania, MM Nezhad
International Journal of Geomechanics 22 (4), 1-16, 2022
402022
Creep analysis of an earth embankment on soft soil deposit with and without PVD improvement
M Rezania, M Bagheri, M Mousavi Nezhad, N Sivasithamparam
Geotextiles and Geomembranes 45 (5), 537-547, 2017
382017
Comparison of anisotropic rate-dependent models for modelling consolidation of soft clays
M Karstunen, M Rezania, N Sivasithamparam, ZY Yin
International Journal of Geomechanics 15 (5), A4014003, 2015
362015
Modeling pile setup in natural clay deposit considering soil anisotropy, structure and creep effects: case study
M Rezania, M Mousavi Nezhad, H Zanganeh, J Castro, ...
International Journal of Geomechanics 17 (3), 04016075, 2017
352017
A non-local probabilistic method for modelling of crack propagation
E Gironacci, M Mousavi Nezhad, M Rezania, G Lancioni
International Journal of Mechanical Sciences, 2018
312018
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Bài viết 1–20