  | Zeitouny, J., Lieske, W., Baile, W., ALIMARDANI LAVASAN, A., & Wichtmann, T. (2024). The use of microbially induced calcium carbonate precipitation to improve the strength of soils. In The use of microbially induced calcium carbonate precipitation to improve the strength of soils. Essen, Germany: DGGT.  Peer reviewed |
 | PEYMAN, M., BAILLE, W., GHOREISHIAN AMIRI, S. A., ALIMARDANI LAVASAN, A., & WICHTMANN, T. (November 2023). Experimental investigations and numerical approaches for transferring support pressure from bentonite suspension to granular soil [Paper presentation]. Ohde Kolloquium / Geotechnische Herausforderungen: Mehrphasenströmung, Strömung-Boden-Interaktion und Struktur-Boden Wechselwirkungen im Fokus, Karlsruhe, Germany. Peer reviewed |
  | ALIMARDANI LAVASAN, A., Poberezhnyi, V., & Detert, O. (2023). Working platforms for cranes – review of design approaches and recommendations for a safe design. In Geosynthetics: Leading the Way to a Resilient Planet. CRC Press. doi:10.1201/9781003386889-244 Peer reviewed |
 | Schoen, M., Konig, D., ALIMARDANI LAVASAN, A., Wichtmann, T., Holter, R., Wittekoek, B., van Eekelen, S. J. M., van Duijnen, P. G., & Detert, O. (2023). Numerical investigation of geogrid back-anchored sheet pile walls. In Geosynthetics: Leading the Way to a Resilient Planet. CRC Press. doi:10.1201/9781003386889-115 Peer reviewed |
 | Mohammadzamani, D., ALIMARDANI LAVASAN, A., & Wichtmann, T. (September 2023). On Design and Assessment of Tail Void Grouting Material in Mechanized Tunneling: A Review. Geotechnical and Geological Engineering, 41 (7), 4233 - 4255. doi:10.1007/s10706-023-02518-1 Peer reviewed |
 | Zeitouny, J., Lieske, W., ALIMARDANI LAVASAN, A., Heinz, E., Wichern, M., & Wichtmann, T. (19 July 2023). Impact of New Combined Treatment Method on the Mechanical Properties and Microstructure of MICP-Improved Sand. Geotechnics, 3 (3), 661-685. doi:10.3390/geotechnics3030036 Peer reviewed |
 | Mohammadzamani, D., ALIMARDANI LAVASAN, A., & Wichtmann, T. (May 2023). Tail void grouting material: A parametric study on the role of hydro-mechanical characteristics in mechanized tunneling. Tunneling and Underground Space Technology, 135, 105053. doi:10.1016/j.tust.2023.105053 Peer Reviewed verified by ORBi |
 | Sau, N., Christ, F., Romero, E., & ALIMARDANI LAVASAN, A. (24 April 2023). Thermal conductivity of compacted Opalinus Clay at different degrees of saturation. E3S Web of Conferences, 382, 18002. doi:10.1051/e3sconf/202338218002 Peer reviewed |
 | Vallurupalli, S., Sarkar, D., Goudarzy, M., Prada-Sarmiento, L., ALIMARDANI LAVASAN, A., & Wichtmann, T. (2023). Automatic calibration of the SANISAND parameters for a granular material using multi-objective optimization strategies [Paper presentation]. 10th European Conference on Numerical Methods in Geotechnical Engineering, London, United Kingdom. doi:10.53243/NUMGE2023-389 Peer reviewed |
 | Mohammadzamani, D., ALIMARDANI LAVASAN, A., & Wichtmann, T. (2023). The role of hydro-mechanical properties of the tail void grouting material in mechanized tunnelling [Paper presentation]. 10th European Conference on Numerical Methods in Geotechnical Engineering, London, United Kingdom. doi:10.53243/NUMGE2023-390 Peer reviewed |
Neu, G. E., Christ, F., Iskhakov, T., Krikelis, C., Petraroia, D. N., Plückelmann, S., Schoen, M., Breitenbücher, R., ALIMARDANI LAVASAN, A., Mark, P., Meschke, G., & Timothy, J. J. (2023). Tunnel Linings. In Interaction Modeling in Mechanized Tunneling. Springer Nature. doi:10.1007/978-3-031-24066-9_5 Peer reviewed |
Schößer, B., ALIMARDANI LAVASAN, A., Baille, W., Barciaga, T., Freimann, S., Galli, M., Kube, S., Mianji, P., Saberi, P., Schröer, M., Thewes, M., Vogel, A., Zhao, C., & Zizka, Z. (2023). Face Support, Soil Conditioning and Material Transport in Earth-Pressure-Balance and Hydro Shield Machines. In Interaction Modeling in Mechanized Tunneling. Springer Nature. doi:10.1007/978-3-031-24066-9_4 Peer reviewed |
 | Schoen, M., Hölter, R., Boldini, D., & ALIMARDANI LAVASAN, A. (December 2022). Application of optimal experiment design method to detect the ideal sensor positions: A case study of Milan metro line 5. Tunneling and Underground Space Technology, 130, 104723. doi:10.1016/j.tust.2022.104723 Peer Reviewed verified by ORBi |
 | Ziegler, M., ALIMARDANI LAVASAN, A., & Loew, S. (October 2022). Stress evolution around a TBM tunnel in swelling clay shale over four years after excavation. Tunneling and Underground Space Technology, 128, 104649. doi:10.1016/j.tust.2022.104649 Peer Reviewed verified by ORBi |
 | Ghrairi, F., ALIMARDANI LAVASAN, A., & Wichtmann, T. (May 2022). Evaluation of the Installation Effect on the Performance of a Granular Column. Geosciences, 12 (5), 216. doi:10.3390/geosciences12050216 Peer Reviewed verified by ORBi |
 | Ghoreishian Amiri, S. A., Taheri, E., & ALIMARDANI LAVASAN, A. (July 2021). A hybrid finite element model for non-isothermal two-phase flow in deformable porous media. Computers and Geotechnics, 135, 104199. doi:10.1016/j.compgeo.2021.104199 Peer Reviewed verified by ORBi |
 | Schmüdderich, C., Shahrabi, M. M., Taiebat, M., & ALIMARDANI LAVASAN, A. (September 2020). Strategies for numerical simulation of cast-in-place piles under axial loading. Computers and Geotechnics, 125, 103656. doi:10.1016/j.compgeo.2020.103656 Peer Reviewed verified by ORBi |
 | Schmüdderich, C., ALIMARDANI LAVASAN, A., Tschuchnigg, F., & Wichtmann, T. (June 2020). Behavior of Nonidentical Differently Loaded Interfering Rough Footings. Journal of Geotechnical and Geoenvironmental Engineering, 146 (6). doi:10.1061/(ASCE)GT.1943-5606.0002255 Peer Reviewed verified by ORBi |
 | Schmüdderich, C., ALIMARDANI LAVASAN, A., Tschuchnigg, F., & Wichtmann, T. (February 2020). Bearing capacity of a strip footing placed next to an existing footing on frictional soil. Soils and Foundations, 60 (1), 229 - 238. doi:10.1016/j.sandf.2020.03.002 Peer reviewed |
 | Zare Naghadehi, M., Thewes, M., & ALIMARDANI LAVASAN, A. (28 November 2019). Face stability analysis of mechanized shield tunneling: An objective systems approach to the problem. Engineering Geology, 262, 105307. doi:10.1016/j.enggeo.2019.105307 Peer Reviewed verified by ORBi |
 | Zhao, C., Hölter, R., König, M., & ALIMARDANI LAVASAN, A. (July 2019). A hybrid model for estimation of ground movements due to mechanized tunnel excavation. Computer-Aided Civil and Infrastructure Engineering, 34 (7), 586 - 601. doi:10.1111/mice.12438 Peer Reviewed verified by ORBi |
 | Zhao, C., ALIMARDANI LAVASAN, A., Barciaga, T., & Schanz, T. (March 2019). Mechanized tunneling induced ground movement and its dependency on the tunnel volume loss and soil properties. International Journal for Numerical and Analytical Methods in Geomechanics, 43 (4), 781 - 800. doi:10.1002/nag.2890 Peer Reviewed verified by ORBi |
 | Li, X., Zhao, C., Hölter, R., Datcheva, M., & ALIMARDANI LAVASAN, A. (February 2019). Modelling of a large landslide problem under water level fluctuation—model calibration and verification. Geosciences, 9 (2), 89. doi:10.3390/geosciences9020089 Peer Reviewed verified by ORBi |
 | Zhao, C., ALIMARDANI LAVASAN, A., & Schanz, T. (30 January 2019). Application of Submodeling Technique in Numerical Modeling of Mechanized Tunnel Excavation. International Journal of Civil Engineering, 17 (1), 75 - 89. doi:10.1007/s40999-018-0318-8 Peer reviewed |
 | ALIMARDANI LAVASAN, A., Zhao, C., & Schanz, T. (September 2018). Adaptive constitutive soil modeling concept in mechanized tunneling simulation. International Journal of Geomechanics, 18 (9). doi:10.1061/(ASCE)GM.1943-5622.0001219 Peer Reviewed verified by ORBi |
 | ALIMARDANI LAVASAN, A., Zhao, C., Barciaga, T., Schaufler, A., Steeb, H., & Schanz, T. (June 2018). Numerical investigation of tunneling in saturated soil: the role of construction and operation periods. Acta Geotechnica, 13 (3), 671 - 691. doi:10.1007/s11440-017-0595-4 Peer Reviewed verified by ORBi |
 | Zhao, C., ALIMARDANI LAVASAN, A., Hölter, R., & Schanz, T. (May 2018). Mechanized tunneling induced building settlements and design of optimal monitoring strategies based on sensitivity field. Computers and Geotechnics, 97, 246 - 260. doi:10.1016/j.compgeo.2018.01.007 Peer Reviewed verified by ORBi |
 | Hölter, R., Zhao, C., Mahmoudi, E., ALIMARDANI LAVASAN, A., Datcheva, M., König, M., & Schanz, T. (March 2018). Optimal measurement design for parameter identification in mechanized tunneling. Underground Space, 3 (1), 34 - 44. doi:10.1016/j.undsp.2018.01.004 Peer Reviewed verified by ORBi |
 | Shah, R., ALIMARDANI LAVASAN, A., Peila, D., Todaro, C., Luciani, A., & Schanz, T. (March 2018). Numerical study on backfilling the tail void using a two-component grout. Journal of Materials in Civil Engineering, 30 (3). doi:10.1061/(ASCE)MT.1943-5533.0002175 Peer Reviewed verified by ORBi |
 | ALIMARDANI LAVASAN, A., Ghazavi, M., von Blumenthal, A., & Schanz, T. (March 2018). Bearing capacity of interfering strip footings. Journal of Geotechnical and Geoenvironmental Engineering, 144 (3). doi:10.1061/(ASCE)GT.1943-5606.0001824 Peer Reviewed verified by ORBi |
 | ALIMARDANI LAVASAN, A., Ghazavi, M., & Schanz, T. (November 2017). Analysis of interfering circular footings on reinforced soil by physical and numerical approaches considering strain-dependent stiffness. International Journal of Geomechanics, 17 (11). doi:10.1061/(ASCE)GM.1943-5622.0000992 Peer Reviewed verified by ORBi |
 | Zhao, C., ALIMARDANI LAVASAN, A., Barciaga, T., Kämper, C., Mark, P., & Schanz, T. (April 2017). Prediction of tunnel lining forces and deformations using analytical and numerical solutions. Tunneling and Underground Space Technology, 64, 164 - 176. doi:10.1016/j.tust.2017.01.015 Peer Reviewed verified by ORBi |
 | ALIMARDANI LAVASAN, A., Talsaz, A., Ghazavi, M., & Schanz, T. (December 2016). Behavior of Shallow Strip Footing on Twin Voids. Geotechnical and Geological Engineering, 34 (6), 1791 - 1805. doi:10.1007/s10706-016-9989-6 Peer reviewed |
 | Kämper, C., Putke, T., Zhao, C., ALIMARDANI LAVASAN, A., Barciaga, T., Mark, P., & Schanz, T. (July 2016). Vergleichsrechnungen zu Modellierungsvarianten für Tunnel mit Tübbingauskleidung. Bautechnik, 93 (7), 421 - 432. doi:10.1002/bate.201500064 Peer Reviewed verified by ORBi |
 | Zhao, C., ALIMARDANI LAVASAN, A., Barciaga, T., Zarev, V., Datcheva, M., & Schanz, T. (September 2015). Model validation and calibration via back analysis for mechanized tunnel simulations - The Western Scheldt tunnel case. Computers and Geotechnics, 69, 601 - 614. doi:10.1016/j.compgeo.2015.07.003 Peer Reviewed verified by ORBi |
 | Blumenthal, A. V., Gussmann, P., ALIMARDANI LAVASAN, A., König, D., & Schanz, T. (December 2014). Zur Tragfähigkeit einzelner und benachbarter Streifenfundamente - Berechnungen zum Einfluss der Sohlreibung und von Wechselwirkungsfaktoren mittels der KEM. Geotechnik, 37 (4), 229 - 238. doi:10.1002/gete.201400016 Peer Reviewed verified by ORBi |
 | Ghazavi, M., Ravanshenas, P., & ALIMARDANI LAVASAN, A. (18 October 2014). Analytical and numerical solution for interaction between batter pile group. KSCE Journal of Civil Engineering, 18 (7), 2051 - 2063. doi:10.1007/s12205-014-0082-5 Peer Reviewed verified by ORBi |
 | ALIMARDANI LAVASAN, A., & Ghazavi, M. (2012). Behavior of closely spaced square and circular footings on reinforced sand. Soils and Foundations, 52 (1), 160 - 167. doi:10.1016/j.sandf.2012.01.006 Peer reviewed |
 | Ghazavi, M., & ALIMARDANI LAVASAN, A. (October 2008). Interference effect of shallow foundations constructed on sand reinforced with geosynthetics. Geotextiles and Geomembranes, 26 (5), 404 - 415. doi:10.1016/j.geotexmem.2008.02.003 Peer Reviewed verified by ORBi |
