Parametric Study on the Behavior of Deep Cylindrical Excavationsin Saturated Clay-Reference-Cited by-同舟云学术

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Parametric Study on the Behavior of Deep Cylindrical Excavationsin Saturated Clay

Published:2023-11-26 Issue:7-10 Volume:17 Page:798-811
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Ashofteh Beyraki Moein¹,Sayyah Mohammad Amin²,Abrishami Saeed²^ORCID

Affiliation:

1. Department of Engineering and Natural Sciences, Faculty of Materials science and environmental engineering, Tampere University, Tampere, Finland

2. Department of Civil Engineering, Faculty of Engineering, Ferdowsi University of Mashhad, Mashhad, Iran

Funder

funding

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2024.2314895

Reference59 articles.

1. A numerical study on ground displacement and stress during and after the installation of deep circular diaphragm walls and soil excavation

2. Cut Slopes in Clayey Soils: Consolidation and Overall Stability by Finite Element Method

3. Cylindrical excavations in clayey soils retained by jet grout walls: Numerical analysis and parametric study considering the influence of consolidation

4. Direct simulation of fluid-solid mechanics in porous media using the discrete element and lattice-Boltzmann methods

5. Performance of constitutive models in predicting behavior of remolded clay

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