| Interference effect of shallow foundations constructed on sand reinforced with geosynthetics M Ghazavi, AA Lavasan Geotextiles and Geomembranes 26 (5), 404-415, 2008 | 210 | 2008 |
| Behavior of closely spaced square and circular footings on reinforced sand AA Lavasan, M Ghazavi Soils and Foundations 52 (1), 160-167, 2012 | 123 | 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 | 101 | 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 | 88 | 2017 |
| Behavior of shallow strip footing on twin voids AA Lavasan, A Talsaz, M Ghazavi, T Schanz Geotechnical and Geological Engineering 34, 1791-1805, 2016 | 59 | 2016 |
| 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 | 55 | 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 | 51 | 2017 |
| 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 | 38 | 2018 |
| 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 | 37 | 2017 |
| 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 | 36 | 2018 |
| Face stability analysis of mechanized shield tunneling: An objective systems approach to the problem MZ Naghadehi, M Thewes, AA Lavasan Engineering geology 262, 105307, 2019 | 35 | 2019 |
| Analytical and numerical solution for interaction between batter pile group M Ghazavi, P Ravanshenas, AA Lavasan KSCE Journal of Civil Engineering 18, 2051-2063, 2014 | 35 | 2014 |
| 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 | 25 | 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 | 24 | 2006 |
| Strategies for numerical simulation of cast-in-place piles under axial loading C Schmüdderich, MM Shahrabi, M Taiebat, AA Lavasan Computers and Geotechnics 125, 103656, 2020 | 22 | 2020 |
| Behavior of nonidentical differently loaded interfering rough footings C Schmüdderich, A Alimardani Lavasan, F Tschuchnigg, T Wichtmann Journal of Geotechnical and Geoenvironmental Engineering 146 (6), 04020041, 2020 | 22 | 2020 |
| Failure mechanism and soil deformation pattern of soil beneath interfering square footings A Alimardani Lavasan, M Ghazavi Numerical Methods in Civil Engineering 1 (2), 48-56, 2014 | 22 | 2014 |
| Bearing capacity of a strip footing placed next to an existing footing on frictional soil C Schmüdderich, AA Lavasan, F Tschuchnigg, T Wichtmann Soils and foundations 60 (1), 229-238, 2020 | 19 | 2020 |
| The influence of the soil constitutive model on the numerical assessment of mechanized tunneling K Vakili, AA Lavasan, T Schanz, M Datcheva Numerical Methods in Geotechnical Engineering contains the proceedings of …, 2014 | 19 | 2014 |
| A hybrid model for estimation of ground movements due to mechanized tunnel excavation chenyang Zaho, R Hölter, M König, A Alimardani Lavasan Computer-Aided Civil and Infrastructure Engineering, 2019 | 18 | 2019 |
Tom SchanzLehrstuhl für Grundbau, Boden- und Felsmechanik, Ruhr-Universität Bochum, GermanyBestätigte E-Mail-Adresse bei rub.de
