Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på forfatter "Long, M."
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Correlations between shear wave velocity and geotechnical parameters in Norwegian clays
L'Heureux, Jean-Sébastien; Long, M. (Chapter, 2016)The purpose of this paper is to present guidelines and correlations to assists geotechnical engineers in estimating Vs profiles in Norwegian clays in the absence of site-specific data. For this, a database of in situ Vs ... -
Impact of data acquisition parameters and processing techniques on S-wave velocity profiles from MASW – Examples from Trondheim, Norway
Sauvin, Guillaume; Vanneste, Maarten; L'Heureux, Jean-Sébastien; O'Connor, P; O'Rourke, S.; O'Connell, Y.; Long, M. (Chapter, 2016)The shear modulus is one of the most important engineering parameters, and it relates directly to the soil's shear-wave velocity. Shear-wave velocities can be derived from both laboratory measurements (e.g., bender elements) ... -
In situ detection of sensitive clays – Part I: Selected test methods
Sandven, Rolf Birger; Gylland, Anders Samstad; Kåsin, Kristoffer; Pfaffhuber, Andreas Aspmo; Long, M. (Chapter, 2016)Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterized by a remoulded undrained shear strength that is considerably lower than the undisturbed shear strength. In geotechnical ... -
In situ detection of sensitive clays – Part II: Results
Sandven, R.; Gylland, A.; Montafia, Alberto; Kåsin, Kristoffer; Pfaffhuber, Andreas Aspmo; Long, M. (Chapter, 2016)Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterised by a remoulded undrained shear strength considerably lower than the undisturbed shear strength. In geotechnical engineering, ... -
Shear wave velocity - SCPTU correlations for sensitive marine clays
Long, M.; L'Heureux, Jean-Sébastien (Chapter, 2022) -
Use of the free fall cone penetrometer (FF-CPTU) in offshore landslide hazard assessment
L'Heureux, Jean-Sébastien; Vanneste, Maarten; Kopf, A.; Long, M. (Chapter, 2018)Free fall penetrometer (FF-CPTU) testing can provide significant advantages over conventional CPTU investigation for shallow sub-surface offshore site investigations. Much work has been done on soil characterisation and ...