Computational Upper- and Lower-Bound 3D Limit Analysis Using the Hoek–Brown Yield Criterion-Reference-Cited by-同舟云学术

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Computational Upper- and Lower-Bound 3D Limit Analysis Using the Hoek–Brown Yield Criterion

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Vicente da Silva M.¹^ORCID,Antão A.N.²^ORCID

Affiliation:

1. Dept. of Civil Engineering, School of Science and Technology, NOVA Univ. Lisbon, Campus da Caparica, 2829-516 Caparica, Portugal (corresponding author). ORCID: .

2. Dept. of Civil Engineering, School of Science and Technology, NOVA Univ. Lisbon, Campus da Caparica, 2829-516 Caparica, Portugal. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9081

Reference44 articles.

1. Upper and lower bounds for three-dimensional undrained stability of shallow tunnels

2. Three-dimensional limit analysis with Lade–Duncan criterion;Antão A. N.;Géotech. Lett.,2022

3. Distributed Optimization and Statistical Learning via the Alternating Direction Method of Multipliers

4. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion

5. Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis

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