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Permeability estimates from CPTu: a numerical study

Authors: Monforte Vila, Lluís; Arroyo Álvarez de Toledo, Marcos; Gens Solé, Antonio; Parolini, C.;

Permeability estimates from CPTu: a numerical study

Abstract

Realistic numerical simulations of CPTu in soft soils are now becoming possible thanks to methods like the Particle Finite Element Method (PFEM). They may be used to systematically explore the traditional methods of CPTu interpretation, identify their limitations and propose alternatives. This paper discusses a series of tests simulation CPT installation and subsequent dissipation tests in soils represented by the Modified Cam Clay model. Simulation outputs obtained for different input permeabilities are examined to obtain direct estimates of permeability using different methods proposed in the literature; additionally, a method to estimate the hydraulic conductivity during the piezocone penetration is also used. These estimates are then compared with the known input permeability value to assess their reliability.

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Spain
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Keywords

Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls, Mecànica dels sòls -- Elements finits, Soil mechanics--Mathematical models, :Enginyeria civil::Geotècnia::Mecànica de sòls [Àrees temàtiques de la UPC]

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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