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Zhao, Chenyang / Lavasan, Arash Alimardani / Hölter, Raoul / Schanz, Tom (2018): Mechanized tunneling induced building settlements and design of optimal monitoring strategies based on sensitivity field. Dans: Computers and Geotechnics, v. 97 (mai 2018).
https://doi.org/10.1016/j.compgeo.2018.01.007
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Zhao, Chenyang / Lavasan, Arash Alimardani / Barciaga, Thomas / Zarev, Veselin / Datcheva, Maria / Schanz, Tom (2015): Model validation and calibration via back analysis for mechanized tunnel simulations – The Western Scheldt tunnel case. Dans: Computers and Geotechnics, v. 69 (septembre 2015).
https://doi.org/10.1016/j.compgeo.2015.07.003
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Lavasan, Arash Alimardani / Ghazavi, Mahmoud / Schanz, Tom (2017): Analysis of Interfering Circular Footings on Reinforced Soil by Physical and Numerical Approaches Considering Strain-Dependent Stiffness. Dans: International Journal of Geomechanics, v. 17, n. 11 (novembre 2017).
https://doi.org/10.1061/(asce)gm.1943-5622.0000992
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Lavasan, Arash Alimardani / Zhao, Chenyang / Schanz, Tom (2018): Adaptive Constitutive Soil Modeling Concept in Mechanized Tunneling Simulation. Dans: International Journal of Geomechanics, v. 18, n. 9 (septembre 2018).
https://doi.org/10.1061/(asce)gm.1943-5622.0001219
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Christ, Florian / König, Diethard / Detert, Oliver / Schanz, Tom (2019): Ausgleich von Diskontinuitäten im Untergrund durch geotextilbewehrte Polsterschichten/Compensation of subsurface discontinuities by geosynthetic reinforced layers. Dans: Bauingenieur, v. 94, n. 12 (décembre 2019).
https://doi.org/10.37544/0005-6650-2019-12-42
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Goudarzy, Meisam / Rahman, Md. Mizanur / König, Diethard / Schanz, Tom (2016): Influence of non-plastic fines content on maximum shear modulus of granular materials. Dans: Soils and Foundations, v. 56, n. 6 (décembre 2016).
https://doi.org/10.1016/j.sandf.2016.11.003
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Goudarzy, Meisam / König, Diethard / Schanz, Tom (2016): Small strain stiffness of granular materials containing fines. Dans: Soils and Foundations, v. 56, n. 5 (octobre 2016).
https://doi.org/10.1016/j.sandf.2016.08.002
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Schanz, Tom / Al-Badran, Yasir (2014): Swelling pressure characteristics of compacted Chinese Gaomiaozi bentonite GMZ01. Dans: Soils and Foundations, v. 54, n. 4 (août 2014).
https://doi.org/10.1016/j.sandf.2014.06.026
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Al-Badran, Yasir / Schanz, Tom (2014): Modelling the compaction curve of fine-grained soils. Dans: Soils and Foundations, v. 54, n. 3 (juin 2014).
https://doi.org/10.1016/j.sandf.2014.04.011
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Schanz, Tom / Arifin, Yulian Firmana / Khan, Muhammad Ibrar / Samingan Agus, Setianto (2010): Time Effects on Total Suction of Bentonites. Dans: Soils and Foundations, v. 50, n. 2 (avril 2010).
https://doi.org/10.3208/sandf.50.195
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Goudarzy, Meisam / König, Diethard / Schanz, Tom (2018): Interpretation of small and intermediate strain characteristics of Hostun sand for various stress states. Dans: Soils and Foundations, v. 58, n. 6 (décembre 2018).
https://doi.org/10.1016/j.sandf.2018.09.002
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Schanz, Tom / Elsawy, Mohamed B. D. (2017): Stabilisation of highly swelling clay using lime–sand mixtures. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 170, n. 4 (novembre 2017).
https://doi.org/10.1680/jgrim.15.00039
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Zhao, Chenyang / Lavasan, Arash Alimardani / Schanz, Tom (2019): Application of Submodeling Technique in Numerical Modeling of Mechanized Tunnel Excavation. Dans: International Journal of Civil Engineering, v. 17, n. 1 (juin 2019).
https://doi.org/10.1007/s40999-018-0318-8
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Mahmoudi, Elham / Hölter, Raoul / Georgieva, Rayna / König, Markus / Schanz, Tom (2019): On the Global Sensitivity Analysis Methods in Geotechnical Engineering: A Comparative Study on a Rock Salt Energy Storage. Dans: International Journal of Civil Engineering, v. 17, n. 1 (juin 2019).
https://doi.org/10.1007/s40999-018-0302-3
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Zizka, Zdenek / Schoesser, Britta / Thewes, Markus / Schanz, Tom (2019): Slurry Shield Tunneling: New Methodology for Simplified Prediction of Increased Pore Pressures Resulting from Slurry Infiltration at the Tunnel Face Under Cyclic Excavation Processes. Dans: International Journal of Civil Engineering, v. 17, n. 1 (juin 2019).
https://doi.org/10.1007/s40999-018-0303-2
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Goudarzy, Meisam / König, Diethard / Schanz, Tom (2018): Small and intermediate strain properties of sands containing fines. Dans: Soil Dynamics and Earthquake Engineering, v. 110 (juillet 2018).
https://doi.org/10.1016/j.soildyn.2018.02.020
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Meier, Jörg / Rudolph, Sebastian / Schanz, Tom (2009): Effective algorithm for parameter back calculation - Geotechnical applications. Dans: Bautechnik, v. 86 (août 2009).
https://doi.org/10.1002/bate.200910045
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van Keßel, Marie-Therese / Schanz, Tom / Viefhaus, Hanna / Bettzieche, Volker / Last, Katja (2014): Bemessungsdiagramme fü r Staudä mme kleiner Talsperren und Regenrü ckhaltebecken nach Eurocode 7. Dans: Wasserwirtschaft, v. 104, n. 4 (mars 2014).
https://doi.org/10.1365/s35147-014-0988-3
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Imre, Emoke / Lörincz, János / Trang, Q. Phong / Fityus, Stephen / Pusztai, József / Telekes, Gábor / Schanz, Tom (2009): A general dry density law for sands. Dans: KSCE Journal of Civil Engineering, v. 13, n. 4 (juin 2009).
https://doi.org/10.1007/s12205-009-0257-7
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Zhao, Chenyang / Lavasan, Arash Alimardani / Barciaga, Thomas / Kämper, Christoph / Mark, Peter / Schanz, Tom (2017): Prediction of tunnel lining forces and deformations using analytical and numerical solutions. Dans: Tunnelling and Underground Space Technology, v. 64 (avril 2017).
https://doi.org/10.1016/j.tust.2017.01.015
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Hölter, Raoul / Zhao, Chenyang / Mahmoudi, Elham / Lavasan, Arash Alimardani / Datcheva, Maria / König, Markus / Schanz, Tom (2018): Optimal measurement design for parameter identification in mechanized tunneling. Dans: Underground Space, v. 3, n. 1 (mars 2018).
https://doi.org/10.1016/j.undsp.2018.01.004
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Shah, Ravi / Lavasan, Arash A. / Peila, Daniele / Todaro, Carmine / Luciani, Andrea / Schanz, Tom (2018): Numerical Study on Backfilling the Tail Void Using a Two-Component Grout. Dans: Journal of Materials in Civil Engineering (ASCE), v. 30, n. 3 (mars 2018).
https://doi.org/10.1061/(asce)mt.1943-5533.0002175
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Gußmann, Peter / König, Diethard / Schanz, Tom (2016): Die Methode der kinematischen Elemente in der Geotechnik - aktuelle Entwicklungen und Anwendungen. Dans: geotechnik, v. 39, n. 1 ( 2016).
https://doi.org/10.1002/gete.201500007
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Scherbeck, Rainer / Barciaga, Thomas / König, Diethard / Wollnik, Frank / Schanz, Tom (2013): Neue Untersuchungen zum Systemverhalten von Lockermassenfüllsäulen alter Tiefbauschächte. Dans: geotechnik, v. 36, n. 4 ( 2013).
https://doi.org/10.1002/gete.201300011
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Baille, Wiebke / Sandner, Wolfgang / Sawade, Gottfried / Schad, Hermann / Schanz, Tom (2012): Bodenmechanische Charakterisierung der Scherfestigkeit von Braunkohlen des Mitteldeutschen Reviers. Dans: geotechnik, v. 35, n. 4 ( 2012).
https://doi.org/10.1002/gete.201200007
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Schanz, Tom / Zimmerer, Martin M. / Datcheva, Maria / Meier, Jörg (2006): Identification of constitutive parameters for numerical models via inverse approach. Dans: Felsbau, v. 24, n. 2 ( 2006).
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Schanz, Tom / Samingan Agus, Setianto / Tscheschlok, Gabriele (2004): Hydraulisch-mechanische Eigenschaften einer polymerverbesserten Sand-Bentonit-Mischung beim Einsatz im Deponiebau. Dans: geotechnik, v. 27, n. 4 ( 2004).
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Schanz, Tom (2006): Böschungsbruchberechnung – Berechnungsbeispiele. Dans: geotechnik, v. 29, n. 4 ( 2006).
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Schanz, Tom (2006): Standsicherheitsberechnungen von Baugruben – Berechnungsbeispiele. Dans: geotechnik, v. 29, n. 4 ( 2006).
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Schanz, Tom (2006): Aktuelle Entwicklungen bei Standsicherheits- und Verformungsberechnungen in der Geotechnik - Numerik in der Geotechnik. Dans: geotechnik, v. 29, n. 1 ( 2006).