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Priscilla Paniagua
Priscilla Paniagua
Adresse e-mail validée de ngi.no
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Soil deformation around a penetrating cone in silt
P Paniagua, E Andó, M Silva, A Emdal, S Nordal, G Viggiani
Géotechnique Letters 3 (4), 185-191, 2013
552013
Halden research site: geotechnical characterization of a post glacial silt
Ø Blaker, R Carroll, AP Paniagua Lopez, DJ DeGroot, JS L Heureux
302019
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions
S Hov, P Paniagua, C Sætre, H Rueslåtten, I Størdal, M Mengede, ...
Soils and Foundations 62 (3), 101162, 2022
242022
Effect of temperature on the strength of lime–cement stabilized norwegian clays
BK Fiskvik Bache, P Wiersholm, P Paniagua, A Emdal
Journal of Geotechnical and Geoenvironmental Engineering 148 (3), 04021198, 2022
232022
Strength and stiffness of laboratory-mixed specimens of stabilised Norwegian clays
P Paniagua, BK Bache, K Karlsrud, AK Lund
Proceedings of the institution of civil engineers-ground improvement 175 (2 …, 2022
212022
CPTU correlations for Norwegian clays: an update
P Paniagua, M D'Ignazio, JS L'Heureux, T Lunne, K Karlsrud
AIMS Geosci 5, 82-103, 2019
212019
Study on the practices for preconsolidation stress evaluation from oedometer tests
AP Paniagua Lopez, JS L'Heureux
Proceedings of the 17th Nordic Geotechnical meeting, 2016
142016
Microstructural study of deformation zones during cone penetration in silt at variable penetration rates
P Paniagua, J Fonseca, AS Gylland, S Nordal
Canadian Geotechnical Journal 52 (12), 2088-2098, 2015
132015
Variable rate of penetration and dissipation test results in a natural silty soil
R Carroll, P Paniagua
Cone Penetration Testing 2018, 205-212, 2018
112018
Analytical CPTu model for sensitive clay at Tiller-Flotten site, Norway
PW Mayne, P Paniagua, JS L’heureux, A Lindgård, A Emdal
Proc. XVII ECSMGE: Geotechnical Engineering Foundation of the Future, 2019
102019
Back calculation of CPT tests in silt by the Press-Replace technique
P Paniagua, S Nordal, HK Engin
CRC Press, 2014
92014
Experimental study of the deformation pattern around a penetrating coned tip
P Paniagua, AS Gylland, S Nordal
Multiphysical Testing of Soils and Shales, 227-232, 2013
92013
Investigation of the change in soil fabric during cone penetration in silt using 2D measurements
P Paniagua, J Fonseca, A Gylland, S Nordal
Acta Geotechnica 13, 135-148, 2018
82018
Monotonic and dilatory excess pore water dissipations in silt following CPTU at variable penetration rate
P Paniagua, R Carroll, JS L’heureux, S Nordal
Fifth Int Conf Geotech Geophys Site Charact, 509-514, 2016
82016
Impact of sample quality on CPTU correlations in clay—example from the Rakkestad clay
JS L’Heureux, AS Gundersen, M D’Ignazio, T Smaavik, A Kleven, ...
Cone Penetration Testing 2018, 395-400, 2018
72018
Evaluation of sample disturbance of three Norwegian clays
P Paniagua, JS L'Heureux, R Carroll, K Kåsin, MA Sjursen, HA Amundsen
Unearth the Future, Connect beyond. Proceedings of the 19th International …, 2017
72017
Model testing of cone penetration in silt with numerical simulations
P Paniagua
Ph. D. thesis, Norwegian University of Science and Technology, Trondheim, Norway, 2014
62014
Engineering properties of Norwegian peat for calculation of settlements
M Long, P Paniagua, G Grimstad, A Trafford, S Degago, JS L'heureux
Engineering Geology 308, 106799, 2022
52022
Optimization of laboratory molding techniques for Nordic dry deep mixing
S Hov, F Falle, P Paniagua
Geotechnical Testing Journal 45 (4), 837-854, 2022
52022
Geotechnical characterization of Norwegian peat: database
P Paniagua, M Long, JS L’Heureux
IOP Conference Series: Earth and Environmental Science 710 (1), 012016, 2021
52021
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