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A pressuremeter-based evaluation of structure in London Clay using a kinematic hardening constitutive model

Author
Rouainia, M.; Panayides, S.; Arroyo, M.; Gens, A.
Type of activity
Journal article
Journal
Acta geotechnica (Berlin)
Date of publication
2020-08
Volume
15
Number
8
First page
2089
Last page
2101
DOI
10.1007/s11440-020-00940-w
Repository
http://hdl.handle.net/2117/341835 Open in new window
URL
https://link.springer.com/article/10.1007/s11440-020-00940-w Open in new window
Abstract
The self-boring pressuremeter (SBP) test was designed to measure in situ engineering properties of the ground with a relatively small amount of disturbance. The properties that may be inferred from the test depend on the mechanical model used for its interpretation and on the significance given to other previously available information. In this paper, numerical modelling using the advanced kinematic hardening structure model (KHSM) for natural soils has been performed to investigate the influenc...
Citation
Rouainia, M. [et al.]. A pressuremeter-based evaluation of structure in London Clay using a kinematic hardening constitutive model. "Acta geotechnica (Berlin)", Agost 2020, vol. 15, núm. 8, p. 2089-2101.
Keywords
Clays, Constitutive relations, Numerical modelling, Pore pressure, Self-boring pressuremeter, Structure
Group of research
MSR - Soil and Rock Mechanics

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