Failure envelope approach for consolidated undrained capacity of shallow foundations
Failure envelope approach for consolidated undrained capacity of shallow foundations
A generalized framework is applied to predict consolidated undrained VHM failure envelopes for surface circular and strip foundations. The failure envelopes for consolidated undrained conditions are shown to be scaled from those for unconsolidated undrained conditions by the uniaxial consolidated undrained capacities, which are predicted through a theoretical framework based on fundamental critical state soil mechanics. The framework is applied to results from small-strain finite-element analyses for a strip and circular foundation of selected foundation dimension and soil conditions, and the versatility of the framework is validated through a parametric study. The generalized theoretical framework enables consolidated undrained VHM failure envelopes to be determined for a practical range of foundation sizes and linearly increasing soil shear-strength profiles through the expressions presented in this paper.
Bearing capacity, Combined loading, Consolidation, Failure envelope
Vulpe, Cristina
69986563-ade3-4971-9611-2005a2d60af7
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Leman, Billy
b6559918-5333-44d2-b84f-cc1d1a53f45b
Fung, Kah Ngii
25a81315-1970-478a-87bd-e6ecd52e27c2
1 August 2016
Vulpe, Cristina
69986563-ade3-4971-9611-2005a2d60af7
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Leman, Billy
b6559918-5333-44d2-b84f-cc1d1a53f45b
Fung, Kah Ngii
25a81315-1970-478a-87bd-e6ecd52e27c2
Vulpe, Cristina, Gourvenec, Susan, Leman, Billy and Fung, Kah Ngii
(2016)
Failure envelope approach for consolidated undrained capacity of shallow foundations.
Journal of Geotechnical and Geoenvironmental Engineering, 142 (8), [4016036].
(doi:10.1061/(ASCE)GT.1943-5606.0001498).
Abstract
A generalized framework is applied to predict consolidated undrained VHM failure envelopes for surface circular and strip foundations. The failure envelopes for consolidated undrained conditions are shown to be scaled from those for unconsolidated undrained conditions by the uniaxial consolidated undrained capacities, which are predicted through a theoretical framework based on fundamental critical state soil mechanics. The framework is applied to results from small-strain finite-element analyses for a strip and circular foundation of selected foundation dimension and soil conditions, and the versatility of the framework is validated through a parametric study. The generalized theoretical framework enables consolidated undrained VHM failure envelopes to be determined for a practical range of foundation sizes and linearly increasing soil shear-strength profiles through the expressions presented in this paper.
Text
2016 ASCE Journal of Geotechnical and Geoenvironmental Engng 142_8 Vulpe et al.
- Accepted Manuscript
More information
Published date: 1 August 2016
Keywords:
Bearing capacity, Combined loading, Consolidation, Failure envelope
Identifiers
Local EPrints ID: 414714
URI: http://eprints.soton.ac.uk/id/eprint/414714
ISSN: 1090-0241
PURE UUID: c98564a0-a536-46d9-b2ca-af96f9b7ff8d
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Date deposited: 06 Oct 2017 16:31
Last modified: 06 Jun 2024 02:00
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Contributors
Author:
Cristina Vulpe
Author:
Billy Leman
Author:
Kah Ngii Fung
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