<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The results of the numerical simulation of deep excavation supported by a diaphragm walls are presented. Mohr-Coulomb and Hardening Soil models were used. The obtained horizontal displacements are compared with the results of the inclinometric monitoring and the observed discrepancies are discussed. Movement of the bottom of the wall – which is often neglected – is clearly observed both in the numerical simulations and in-situ measurements.</p></abstract>

The results of the numerical simulation of deep excavation supported by a diaphragm walls are presented. Mohr-Coulomb and Hardening Soil models were used. The obtained horizontal displacements are compared with the results of the inclinometric monitoring and the observed discrepancies are discussed. Movement of the bottom of the wall – which is often neglected – is clearly observed both in the numerical simulations and in-situ measurements.

Excavation Supported by Diaphragm Walls – Inclinometric Monitoring and Numerical Simulations

Department of Geotechnics, Faculty of Environmental Engineering

Technical Transactions

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 Public License.

The results of the numerical simulation of deep excavation supported by a diaphragm walls are presented. Mohr-Coulomb and Hardening Soil models were used. The...

Excavation Supported by Diaphragm Walls – Inclinometric Monitoring and Numerical Simulations

Online veröffentlicht: 21. Mai 2020

Seitenbereich: 129 - 140

Eingereicht: 04. Mai 2018

DOI: https://doi.org/10.4467/2353737XCT.18.079.8561

Schlüsselwörter
diaphragm wall, FEM, inclinometric monitoring

© 2020 Michał Grodecki et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 Public License.

Excavation Supported by Diaphragm Walls – Inclinometric Monitoring and Numerical Simulations

Online veröffentlicht: 21. Mai 2020

Seitenbereich: 129 - 140

Eingereicht: 04. Mai 2018

DOI: https://doi.org/10.4467/2353737XCT.18.079.8561

Schlüsselwörterdiaphragm wall, FEM, inclinometric monitoring

© 2020 Michał Grodecki et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 Public License.

Schlüsselwörter
diaphragm wall, FEM, inclinometric monitoring