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Cited article:

Numeric Alanalysis of Monotonic and Cyclic Pressuremeter Test and Identifying Soil Behaviour Parameters

O. Belhassani and R. Bahar
Journal of Applied Engineering Sciences 15 (1) 19 (2025)
https://doi.org/10.2478/jaes-2025-0004

Undrained strength of clays derived from pressuremeter tests

Ramdane Bahar, Fawzia Baidi, Ouarda Belhassani and Eric Vincens
European Journal of Environmental and Civil Engineering 16 (10) 1238 (2012)
https://doi.org/10.1080/19648189.2012.701930

Numerical Validation of an Elastoplastic Formulation of the Conventional Limit Pressure Measured with the Pressuremeter Test in Cohesive Soil

Jacques Monnet
Journal of Geotechnical and Geoenvironmental Engineering 133 (9) 1119 (2007)
https://doi.org/10.1061/(ASCE)1090-0241(2007)133:9(1119)

Foundation design for a large arch bridge on alluvial soils

J. Monnet, D. Allagnat, J. Teston, P. Billet and F. Baguelin
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 159 (1) 19 (2006)
https://doi.org/10.1680/geng.2006.159.1.19

Dimensionnement de la fondation d'un grand viaduc en arc

Dominique Allagnat, Jacques Monnet, Jean Teston, Pierre Billet and François Baguelin
Revue Européenne de Génie Civil 9 (9-10) 1131 (2005)
https://doi.org/10.1080/17747120.2005.9692804

Identification des paramètres de comportement des sols injectés par analyse inverse d'essais pressiométriques

Christophe Dano, Pierre-Yves Hicher, Sylvie Tailliez and Michèle Varjabédian
Revue Française de Génie Civil 6 (4) 631 (2002)
https://doi.org/10.1080/12795119.2002.9692392