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1-20 of 61
Keywords: limit state design/analysis
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Journal Articles
Journal:
Géotechnique
Geotechnique 1–13.
Published: 04 September 2026
... Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only bearing capacity limit state design/analysis lower bound masonry arch soil backfilled masonry arch bridges stress fields B width of surface load b half-width of surface load...
Includes: Supplementary data
Journal Articles
Journal:
Géotechnique
Geotechnique (2026) 76 (5): 662–675.
Published: 10 April 2026
... state design/analysis piles & piling Regione Lazio (Italy) and Italferr S.p.A. within the programme POR-FSE 2014-2020 F83C22000770005 Italian Department of Civil Protection and Reluis Consortium in the framework of the national project DPC-ReLUIS 2024-2026 WP16 The research...
Journal Articles
Journal:
Géotechnique
Geotechnique (2025) 75 (11): 1375–1387.
Published: 20 February 2025
... 2025 Emerald Publishing Limited Licensed re-use rights only bearing capacity finite-element modelling limit state design/analysis piles & piling Experimental and numerical works (Gerolymos & Papakyriakopoulos, 2016 ; Psychari & Anastasopoulos, 2022 ; Sakellariadis...
Includes: Supplementary data
Journal Articles
Journal:
Géotechnique
Geotechnique (2025) 75 (13): 1–12.
Published: 29 November 2023
... and non-commercial purposes), subject to full attribution to the original publication and authors. The full terms of this licence may be seen at Link to the terms of the CC BY 4.0 licence. earth pressure limit state design/analysis soil/structure interaction Figure 1 illustrates...
Journal Articles
Journal:
Géotechnique
Geotechnique (2022) 72 (10): 922–934.
Published: 29 April 2021
... stresses (σx, σz and τxz) can be substituted by introducing new variables (σe and θ). 11 10 2020 23 03 2021 © 2021 Thomas Telford Ltd 2021 footings/foundations limit state design...
Journal Articles
Journal:
Géotechnique
Geotechnique (2022) 72 (6): 486–495.
Published: 22 January 2021
... domain. Examples are given for a slope stability problem and compared with conventional design guidance. limit state design/analysis numerical modelling reinforced soils Stabilisation of slopes or construction of artificial embankments using geosynthetic reinforcements has been a widely used...
Journal Articles
Harvey J. Burd, Christelle N. Abadie, Byron W. Byrne, Guy T. Houlsby, Christopher M. Martin, Ross A. McAdam, Richard J. Jardine, Antonio M. G. Pedro, David M. Potts, David M. G. Taborda, Lidija Zdravković, Miguel Pacheco Andrade
Journal:
Géotechnique
Geotechnique (2020) 70 (11): 1067–1082.
Published: 14 September 2020
.... A summary of issues relating to the limitations of the p–y method for monopile design is given in Doherty & Gavin (2011) . design limit state design/analysis numerical modelling offshore engineering piles & piling soil/structure interaction The analyses presented...
Journal Articles
Journal:
Géotechnique
Geotechnique (2021) 71 (7): 594–607.
Published: 01 June 2020
... failure footings/foundations limit state design/analysis slopes Earthquakes have significant destabilising effects on a wide variety of geotechnical structures, including shallow foundations and slopes. Evaluating seismic bearing capacity for shallow foundations placed near slopes is a critical...
Journal Articles
Journal:
Géotechnique
Geotechnique (2021) 71 (11): 1056–1070.
Published: 03 March 2020
.../licenses/by/4.0/) 2020 This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. dynamics earthquakes limit state design...
Journal Articles
Harvey J. Burd, David M. G. Taborda, Lidija Zdravković, Christelle N. Abadie, Byron W. Byrne, Guy T. Houlsby, Kenneth G. Gavin, David J. P. Igoe, Richard J. Jardine, Christopher M. Martin, Ross A. McAdam, Antonio M. G. Pedro, David M. Potts
Journal:
Géotechnique
Geotechnique (2020) 70 (11): 1048–1066.
Published: 12 February 2020
.../licenses/by/4.0/) © 2020 Thomas Telford Ltd 2020 This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. design limit state...
Journal Articles
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till
Byron W. Byrne, Guy T. Houlsby, Harvey J. Burd, Kenneth G. Gavin, David J. P. Igoe, Richard J. Jardine, Christopher M. Martin, Ross A. McAdam, David M. Potts, David M. G. Taborda, Lidija Zdravković
Journal:
Géotechnique
Geotechnique (2020) 70 (11): 1030–1047.
Published: 06 February 2020
... 2020 Thomas Telford Ltd 2020 This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. design limit state design/analysis...
Journal Articles
Journal:
Géotechnique
Geotechnique (2020) 70 (2): 123–137.
Published: 12 March 2019
... s I 28 04 2018 06 02 2019 © 2019 Thomas Telford Ltd 2019 limit state design/analysis slopes suction In recent decades, the prominence of geotechnical stability issues such as slope failures has been increasing, because once stable slopes are becoming...
Journal Articles
Stephen K. Suryasentana, Helen P. Dunne, Christopher M. Martin, Harvey J. Burd, Byron W. Byrne, Avi Shonberg
Journal:
Géotechnique
Geotechnique (2020) 70 (1): 60–70.
Published: 05 March 2019
.... bearing capacity finite-element modelling footings/foundations limit state design/analysis numerical modelling offshore engineering soil/structure interaction Regardless of the different names adopted (loop test, modified swipe test, sequential swipe test), the key principle behind these tests...
Journal Articles
Journal:
Géotechnique
Geotechnique (2020) 70 (2): 173–180.
Published: 15 February 2019
...) is introduced based on equation (1) 25 06 2018 15 01 2019 © 2019 Thomas Telford Ltd 2019 clays limit state design/analysis numerical modelling penetrometers soil/structure interaction T-bar penetrometers are commonly used to determine the undrained strength profiles...
Journal Articles
Journal:
Géotechnique
Geotechnique (2020) 70 (1): 71–79.
Published: 11 February 2019
... y i n i = 1 Fig. 1. Scheme and generation of a kinematically admissible failure mechanism: (a) intermediate failure mode; (b) below-the-toe failure mode earthquakes failure limit state design/analysis plasticity slopes Accurate prediction...
Journal Articles
Journal:
Géotechnique
Geotechnique (2019) 69 (12): 1056–1070.
Published: 28 January 2019
... applicable to the analysis of geotechnical data. 10 11 2017 05 12 2018 © 2019 Thomas Telford Ltd 2019 limit state design/analysis rocks/rock mechanics statistical analysis Rock engineering design is currently moving away from traditional methods and towards the more...
Includes: Supplementary data
Journal Articles
Journal:
Géotechnique
Geotechnique (2019) 69 (7): 627–637.
Published: 03 October 2018
... results from a suite of material classification and triaxial consolidated drained tests are presented in Table 2 . 20 04 2018 02 08 2018 © 2018 Thomas Telford Ltd 2018 deformation full-scale tests limit state design/analysis pavements & roads strain Accelerated...
Journal Articles
Journal:
Géotechnique
Geotechnique (2018) 68 (12): 1071–1084.
Published: 20 February 2018
... earth pressure excavation finite-element modelling limit state design/analysis limit equilibrium methods piles & piling retaining walls Excavations in urban areas are often supported by soldier pile walls, which are sometimes referred to as king post walls or Berlin-type walls...
Journal Articles
Journal:
Géotechnique
Geotechnique (2018) 68 (9): 820–833.
Published: 18 December 2017
.... earth pressure failure ground movements limit state design/analysis plasticity soil/structure interaction Landslides are one of the major natural hazards endangering a large number of communities in mountainous regions. In Switzerland, for example, studies have assessed that more than 6...
Journal Articles
Journal:
Géotechnique
Geotechnique (2018) 68 (6): 492–503.
Published: 05 September 2017
... θ i + sin ϕ ( h ) sin θ i n y i = − B ± B 2 − 4 A C / 2 A where 01 08 2016 22 06 2017 © 2017 Thomas Telford Ltd 2017 earthquakes landslides limit state design/analysis plasticity slopes...
