Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Issue Section
Date
Availability
1-20 of 90
Keywords: time dependence
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
1
Sort by
Journal Articles
Experimental investigation on the monotonic and cyclic behaviour of a structured clay at high confinement
Available to Purchase
Journal:
Géotechnique
Geotechnique (2026) 76 (3): 465–477.
Published: 12 January 2026
...–strain response. The results also show the relevance of time-dependent effects. Under monotonic strain-controlled conditions, such effects induce a strong strain rate dependence of the peak strength. Under cyclic stress-controlled loading, the fatigue life is shown to be influenced by the loading period...
Journal Articles
An experimental investigation of the time dependence of shaft friction for displacement piles in lightly over-consolidated clay
Available to Purchase
Journal:
Géotechnique
Geotechnique (2025) 75 (12): 1554–1567.
Published: 02 July 2025
...Zhechen Hou; Barry M. Lehane; Phillip G. Watson The time dependence of pile shaft friction in clay is well known. However, our understanding of the mechanisms causing capacity increase after consolidation is limited and there is considerable uncertainty on the magnitude of long-term gains...
Journal Articles
A fracture-based discrete model for simulating creep in quartz sands
Available to Purchase
Journal:
Géotechnique
Geotechnique (2025) 75 (3): 393–407.
Published: 26 February 2025
... creep discrete-element modelling particle crushing time dependence The time-dependent behaviour of granular soils has been recognised as a crucial mechanism in many phenomena of engineering significance, such as the observed large shaft capacity increase with time of driven piles, known as pile...
Journal Articles
A thermomechanical model for argillaceous hard soils–weak rocks: application to THM simulation of deep excavations in claystone
Available to Purchase
Journal:
Géotechnique
Geotechnique (2025) 75 (2): 139–152.
Published: 07 February 2025
... 2023 29 09 2023 © 2025 Emerald Publishing Limited 2025 claystone constitutive modelling elastoplasticity numerical modelling pore pressures thermal behaviour THM analyses time dependence underground excavations Fig. 3. Results of drained lateral decompression tests...
Journal Articles
Time-dependent processes influencing offshore foundations in clay: an experimental study on plate anchors
Available to Purchase
Journal:
Géotechnique
Geotechnique (2025) 75 (1): 68–80.
Published: 15 January 2025
... during the initial anchor movement. These time-dependent changes are considered relevant for the post-installation capacity of offshore anchors and for the capacity of anchors following a large movement event. 21 11 2022 30 08 2023 © 2025 Emerald Publishing Limited 2025 anchors...
Journal Articles
The axial behaviour of piles driven in chalk
Available to PurchaseRichard J. Jardine, Róisín M. Buckley, Tingfa Liu, Thomas Andolfsson, Byron W. Byrne, Stavroula Kontoe, Ross A. Mcadam, Fabian Schranz, Ken Vinck
Journal:
Géotechnique
Geotechnique (2024) 74 (6): 553–569.
Published: 14 April 2023
... chalk driven pile fibre Bragg grating (FBG) sensors field tests time dependence The ALPACA and ALPACA-Plus JIPs aimed to develop reliable, fundamentally based, practical design approaches. As set out by Jardine et al. (2019) , multi-scale field experiments were conducted on 41...
Journal Articles
Constitutive modelling of non-cohesive soils under high-strain rates: a consistency approach
Open Access
Journal:
Géotechnique
Geotechnique (2024) 74 (8): 743–760.
Published: 17 August 2022
...-viscoplasticity sands time dependence Recent advancements in computational techniques to model large deformations, such as the arbitrary Lagrangian–Eulerian finite-element method (ALE) (Benson, 1989 ; DSS, 2012) or the material point method (MPM) (Sulsky et al., 1995 ; Al-Kafaji, 2013...
Journal Articles
On the isotache viscous modelling of clay behaviour using the hyperplasticity approach
Available to Purchase
Journal:
Géotechnique
Geotechnique (2023) 73 (12): 1112–1124.
Published: 05 April 2022
... constitutive relations creep critical state rate dependence thermodynamics time dependence The hyperplasticity framework (Houlsby & Puzrin, 2000 , 2007) provides a rigorous and systematic procedure to establish a hierarchy of thermodynamically consistent constitutive models without...
Journal Articles
Effects of technological voids and hydration time on the hydro-mechanical behaviour of compacted bentonite/claystone mixture
Available to Purchase
Journal:
Géotechnique
Geotechnique (2022) 72 (1): 34–47.
Published: 11 September 2020
... without voids; contrarily, the radial swelling pressure was lower than that of the samples without voids. 06 08 2019 07 08 2020 © 2020 Thomas Telford Ltd 2020 expansive soils fabric/structure of soils laboratory tests radioactive waste disposal time dependence Many...
Journal Articles
Unified thixotropic fluid model for soil liquefaction
Available to Purchase
Journal:
Géotechnique
Geotechnique (2020) 70 (10): 849–862.
Published: 24 September 2019
... stress. 01 12 2017 21 08 2019 © 2019 Thomas Telford Ltd 2019 laboratory tests liquefaction pore pressures theoretical analysis time dependence Significant progress in the evaluation of the triggering of earthquake-induced soil liquefaction has been made since the 1964...
Journal Articles
Field experiments at three sites to investigate the effects of age on steel piles driven in sand
Available to Purchase
Journal:
Géotechnique
Geotechnique (2020) 70 (6): 469–489.
Published: 07 June 2019
... 2019 Thomas Telford Ltd 2019 model tests offshore engineering piles & piling sands time dependence Studies of the reliability of conventional design methods (including the internationally applied API (2011) main text method) predictions for the axial capacities of large piles...
Journal Articles
Changes of small strain shear modulus and suction for a lime-treated silt during curing
Available to Purchase
Journal:
Géotechnique
Geotechnique (2020) 70 (3): 276–280.
Published: 21 March 2019
... & Lefebvre, 1984) was applied prior to the MIP tests. Note that both suction measurements and MIP tests were performed on small pieces of soil at different times. 17 07 2018 07 02 2019 © 2019 Thomas Telford Ltd 2019 soil stabilisation stiffness suction time dependence Fig...
Journal Articles
An effective stress theoretical model for shear resistance and adhesion factor of dynamically installed anchors
Available to Purchase
Journal:
Géotechnique
Geotechnique (2019) 69 (11): 1004–1018.
Published: 01 February 2019
...Yong Fu; Yu Ping Li; Yong Liu; Fook Hou Lee; Xi Ying Zhang; Hai Gu This paper proposes a theoretical effective stress model for estimating the shear resistance and the time-dependent adhesion factor of dynamically installed anchors. The anchor installation process is approximated by a cylindrical...
Journal Articles
A novel elasto-viscoplastic formulation for compression behaviour of clays
Available to Purchase
Journal:
Géotechnique
Geotechnique (2018) 68 (12): 1044–1055.
Published: 21 February 2018
...Y. Yuan; A. J. Whittle This paper presents a novel elasto-viscoplastic formulation for describing the time-dependent compression behaviour of clays. The formulation incorporates a novel flow rule that attributes viscoplastic strain rate to an internal state variable representing the perturbation...
Journal Articles
Ageing and cyclic behaviour of axially loaded piles driven in chalk
Available to Purchase
Journal:
Géotechnique
Geotechnique (2018) 68 (2): 146–161.
Published: 07 July 2017
... Particle density, Gs: Mg/m3 2·71 19 01 2017 06 04 2017 © 2017 Thomas Telford Ltd 2017 chalk offshore engineering piles & piling time dependence Open steel piles are driven routinely for port, bridge and offshore energy projects...
Journal Articles
Maturing of contacts and ageing of silica sand
Available to Purchase
Journal:
Géotechnique
Geotechnique (2018) 68 (2): 133–145.
Published: 16 June 2017
... surface micro-morphology of silica sand grains is demonstrated using scanning electron microscopy and atomic force microscopy. Grain-scale tests indicate time-dependent deflection under constant load, attributed to delayed fracturing of textural features at grain contacts. The process is greatly dependent...
Journal Articles
A large-strain radial consolidation theory for soft clays improved by vertical drains
Available to Purchase
Journal:
Géotechnique
Geotechnique (2017) 67 (11): 1020–1028.
Published: 03 April 2017
... the radial and vertical flows, the weight of the soil, variable hydraulic conductivity and compressibility during the consolidation process is therefore presented. consolidation constitutive relations ground improvement time dependence 18 05 2015 09 02 2017 © 2017 Thomas Telford...
Journal Articles
On manifestations of delayed failure and the effect of dilatancy in transient poro-elasto-plastic analyses of slopes and excavations
Available to Purchase
Journal:
Géotechnique
Geotechnique (2017) 67 (11): 939–952.
Published: 03 March 2017
... time dependence Water-bearing soil responds to excavation with a longer or shorter delay depending on its permeability and on the rate of loading (Atkinson & Mair, 1981). Soils of medium to low permeability exhibit a pronounced time dependency due to the transient excess pore pressure...
Journal Articles
A rate-dependent breakage model based on the kinetics of crack growth at the grain scale
Available to Purchase
Journal:
Géotechnique
Geotechnique (2017) 67 (11): 953–967.
Published: 23 February 2017
... 11 01 2017 © 2017 Thomas Telford Ltd 2017 constitutive relations creep particle crushing/crushability particle-scale behaviour sands time dependence The rate-dependent behaviour of granular materials plays an important role in numerous phenomena, such as delayed settlements...
Journal Articles
Dynamic behaviours of railway's base course materials subjected to long-term low-level cyclic loading: experimental study and empirical model
Available to Purchase
Journal:
Géotechnique
Geotechnique (2017) 67 (6): 537–545.
Published: 11 November 2016
... were accumulated using an equivalent number of load cycles. There was good agreement between the predicted and measured deformation. 16 06 2016 18 10 2016 © 2016 Thomas Telford Ltd 2016 constitutive relations deformation embankments plasticity repeated loading time...
1
