<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>Ground movements induced by deep excavations may cause damages on neighboring existing buildings. Finite element simulations generally give acceptable estimates of the horizontal displacements of the retaining wall, but results are less satisfactory for the vertical displacements of the ground surface behind the structure. A possible explanation is that most constitutive models describe volumetric strains in a simplified way. This paper proposes an elastoplastic constitutive model aimed at improving the prediction of vertical displacements behind retaining walls. The model comprises a single plastic mechanism with isotropic strain hardening, but has a specific flow rule that allows to generate contractive plastic strains. Identification of the parameters based on triaxial tests is explained and illustrated by an example of calibration. A numerical analysis of a well-documented sheet pile wall in sand in Hochstetten (Germany) is presented. The results given by the model are compared with the measurements and with those obtained using the Hardening Soil Model. The potential advantages of the proposed model are then discussed.</p>
</abstract>

Ground movements induced by deep excavations may cause damages on neighboring existing buildings. Finite element simulations generally give acceptable estimates of the horizontal displacements of the retaining wall, but results are less satisfactory for the vertical displacements of the ground surface behind the structure. A possible explanation is that most constitutive models describe volumetric strains in a simplified way. This paper proposes an elastoplastic constitutive model aimed at improving the prediction of vertical displacements behind retaining walls. The model comprises a single plastic mechanism with isotropic strain hardening, but has a specific flow rule that allows to generate contractive plastic strains. Identification of the parameters based on triaxial tests is explained and illustrated by an example of calibration. A numerical analysis of a well-documented sheet pile wall in sand in Hochstetten (Germany) is presented. The results given by the model are compared with the measurements and with those obtained using the Hardening Soil Model. The potential advantages of the proposed model are then discussed.

An elastoplastic constitutive model for assessing ground settlements induced by deep excavations

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution 4.0 International License.

Ground movements induced by deep excavations may cause damages on neighboring existing buildings. Finite element simulations generally give acceptable...

An elastoplastic constitutive model for assessing ground settlements induced by deep excavations

Article Category: Original Study

Publié en ligne: 21 sept. 2023

Pages: 231 - 245

Reçu: 16 janv. 2023

Accepté: 13 mai 2023

DOI: https://doi.org/10.2478/sgem-2023-0011

Mots clés
deep excavations, settlements, constitutive model, finite element method, elastoplastic model

© 2023 Hiba El-Arja et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

An elastoplastic constitutive model for assessing ground settlements induced by deep excavations

Article Category: Original Study

Publié en ligne: 21 sept. 2023

Pages: 231 - 245

Reçu: 16 janv. 2023

Accepté: 13 mai 2023

DOI: https://doi.org/10.2478/sgem-2023-0011

Mots clésdeep excavations, settlements, constitutive model, finite element method, elastoplastic model

© 2023 Hiba El-Arja et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Mots clés
deep excavations, settlements, constitutive model, finite element method, elastoplastic model