J. Stascheit und Zitiert - Info zur Person

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A Contact Model Coupling Friction and AdhesionArchive ouverte HAL

hal.science

von N Terfaya · · Zitiert von: 7 — [31] J. Ninic, J. Stascheit and G. Meschke, Beam–solid contact formulation for finite element analysis of pile–soil interaction.

Automated planning of concrete joint layouts with 4D-BIMiibimsolutions.ir

www.iibimsolutions.ir

von M Sheikhkhoshkar · · Zitiert von: 68 — Koch, J. Stascheit, An integrated platform for design and numerical analysis of shield tunnelling processes on different levels of detail, Adv. Eng. Softw.

PREDICTING TUNNEL BORING MACHINE UTILIZATION ...Colorado School of Mines

repository.mines.edu

von A Khetwal · · Zitiert von: 1 — Maidl, U. and J. Stascheit, Real time process controlling for EPB shields. Geomechanics and Tunnelling, 7(1), pp DOI: geot

Journal of Civil Engineering and ManagementVILNIUS TECH Journals

journals.vilniustech.lt

von Z Cui · · Zitiert von: 6 — Ninic, J., Stascheit, J., & Meschke, G. (2014). Beam-solid contact formulation for finite element analysis of pile-soil interac-.

Global Sensitivity Analysis in the Surface Settlement ...aut.ac.ir

ceej.aut.ac.ir

von L Nikakhtar · Zitiert von: 1 — Ninic, J. Stascheit, G. Meschke, Prediction of tunnelling induced settlements using simulation-based artificial neural networks, in: Proceedings of the 2nd ...

Ground Deformation Characteristics Induced by ...Gale Cengage

go.gale.com

von D Wu · · Zitiert von: 12 — Alsahly, J. Stascheit and G. Meschke, Advanced finite element modeling of excavation and advancement processes in mechanized tunneling, Advances in Engineering ...

Recurrent Neural Networks and Proper Orthogonal ...Nottingham Repository

nottingham-repository.worktribe.com

von S Freitag · Zitiert von: 78 — Ninic, J. Stascheit, G. Meschke, “Prediction of Tunnelling Induced Settle- ments using Simulation-Based Artificial Neural Networks”, in Y. Tsompanakis,.

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