Arash Alimardani Lavasan
Arash Alimardani Lavasan
Project Leader and Research Associate
Bestätigte E-Mail-Adresse bei - Startseite
Zitiert von
Zitiert von
Interference effect of shallow foundations constructed on sand reinforced with geosynthetics
M Ghazavi, AA Lavasan
Geotextiles and Geomembranes 26 (5), 404-415, 2008
Behavior of closely spaced square and circular footings on reinforced sand
AA Lavasan, M Ghazavi
Soils and Foundations 52 (1), 160-167, 2012
Model validation and calibration via back analysis for mechanized tunnel simulations–The Western Scheldt tunnel case
C Zhao, AA Lavasan, T Barciaga, V Zarev, M Datcheva, T Schanz
Computers and Geotechnics 69, 601-614, 2015
Prediction of tunnel lining forces and deformations using analytical and numerical solutions
C Zhao, AA Lavasan, T Barciaga, C Kämper, P Mark, T Schanz
Tunnelling and Underground Space Technology 64, 164-176, 2017
Behavior of shallow strip footing on twin voids
AA Lavasan, A Talsaz, M Ghazavi, T Schanz
Geotechnical and Geological Engineering 34 (6), 1791-1805, 2016
Mechanized tunneling induced building settlements and design of optimal monitoring strategies based on sensitivity field
C Zhao, AA Lavasan, R Hölter, T Schanz
Computers and Geotechnics 97, 246-260, 2018
Numerical investigation of tunneling in saturated soil: the role of construction and operation periods
AA Lavasan, C Zhao, T Barciaga, A Schaufler, H Steeb, T Schanz
Acta Geotechnica, 1-21, 2017
Analysis of interfering circular footings on reinforced soil by physical and numerical approaches considering strain-dependent stiffness
AA Lavasan, M Ghazavi, T Schanz
International Journal of Geomechanics 17 (11), 04017096, 2017
Analytical and numerical solution for interaction between batter pile group
M Ghazavi, P Ravanshenas, AA Lavasan
KSCE Journal of Civil Engineering 18 (7), 2051-2063, 2014
Numerical study on backfilling the tail void using a two-component grout
R Shah, A A. Lavasan, D Peila, C Todaro, A Luciani, T Schanz
Journal of Materials in Civil Engineering 30 (3), 04018003, 2018
Bearing capacity of interfering strip footings
AA Lavasan, M Ghazavi, A von Blumenthal, T Schanz
Journal of Geotechnical and Geoenvironmental Engineering 144 (3), 04018003, 2018
A practical approach to constitutive models for the analysis of geotechnical problems
KN Vakili, T Barciaga, AA Lavasan, T Schanz
The Third International Symposium On Computational Geomechanics (ComGeo III …, 2013
Bearing capacity of tapered and step-tapered piles subjected to axial compressive loading
M Ghazavi, AA Lavasan
The 7th international conference on coasts. Ports & marine structures …, 2006
Failure mechanism and soil deformation pattern of soil beneath interfering square footings
A Alimardani Lavasan, M Ghazavi
International Journal of Numerical Methods in Civil Engineering 1 (2), 48-56, 2016
Sensitivity analysis of the model response in mechanized tunnelling simulation—a case study assessment
C Zhao, AA Lavasan, T Schanz
4th International conference on engineering optimization. Lisbon (Portugal …, 2014
Optimal measurement design for parameter identification in mechanized tunneling
R Hölter, C Zhao, E Mahmoudi, AA Lavasan, M Datcheva, M König, ...
Underground Space 3 (1), 34-44, 2018
Constitutive parameter adjustment for mechanized tunneling with reference to sub-system effects
C Zhao, AA Lavasan, T Barciaga, R Hölter, M Datcheva, T Schanz
International Conference on Numerical Methods and Applications, 217-225, 2014
Influence of interference on failure mechanism of closely constructed circular footings on reinforced sand
AA Lavasan, M Ghazavi
Geosynthetics in Civil and Environmental Engineering, 311-317, 2008
Application of submodeling technique in numerical modeling of mechanized tunnel excavation
C Zhao, AA Lavasan, T Schanz
International Journal of Civil Engineering 17 (1), 75-89, 2019
Vergleichsrechnungen zu Modellierungsvarianten für Tunnel mit Tübbingauskleidung
C Kämper, T Putke, C Zhao, AA Lavasan, T Barciaga, P Mark, T Schanz
Bautechnik 93 (7), 421-432, 2016
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