... undrained triaxial tests with the interpreted Hvorslev surface in TXC for the 3·0–3·5 m depth range 19 09 2018 04 08 2020 © 2020 Thomas Telford Ltd 2020 glacial soils laboratory tests offshore engineering Assessing how foundations respond to cyclic loading can...

... 2019 chalk full-scale tests glacial soils piles & piling Most offshore oil, gas and wind-turbine structures rely on open-ended driven steel piles, whose outside diameters, D, range between 0·8 and 8 m and penetrations may exceed 100 m (Hamre, personal communication, 2018...

... ′ v 0 1 + 2 K ′ 0 3 = − u ps 09 04 2018 03 05 2019 © 2019 Thomas Telford Ltd 2019 clays glacial soils in situ testing laboratory tests pore pressures sampling High-quality sampling is necessary to determine reliable engineering...

... glacial soils liquefaction mining remediation This paper describes the geotechnical aspects of the development of one of the world's largest copper tailings disposal facilities, located at Zelazny Most in south-west Poland, close to the borders with the Czech Republic and Germany (see Fig. 1...

... l'anisotropie dans le plan est indépendante de la rugosité de la paroi. anisotropy clays elasticity glacial soils laboratory tests theoretical analysis One of the common assumptions made in geotechnical engineering is that soils are cross-anisotropic, while maintaining isotropy...

... be used to separate the clay-dominant tills because of the spatial variability, which leads to considerable overlap in the results (e.g. Fig. 5). Fig. 5. Profile of Atterberg limits and water content for a site in North East England geology glacial soils site investigation design...

.... Overall, the measured engineering parameters for the DBC are favourable for many construction projects. Further work is required in order to understand the in situ horizontal stress profile and the stiffness anisotropy of the till. glacial soils in situ testing laboratory tests site investigation...

.... clays dynamics field instrumentation full-scale tests glacial soils piles Traditionally, pile load testing is carried out using static methods, which are relatively simple to undertake and analyse but require substantial temporary infrastructure that increases with pile ultimate load...

...-tissus. Le modèle est applicable non seulement en conditions saturées mais aussi en congditions non saturées avec divers micro-tissus. compaction fabric/structure of soils glacial soils partial saturation permeability suction The hydraulic conductivity existing in saturated conditions...

... déplacements. La crête ou les valeurs maximales sont en accord avec le phénomène de dilatance de contrainte et, bien que très élevées, correspondent bien aux données limitées qui ont été rapportées pour les sols à gros grains sous contrainte effective très basse. glacial soils mineralogy shear strength...

... full-scale tests glacial soils shear strength slopes suction Fig. 2. (a) View of the moraine slope with the field 1/1999 test site (centre) during rainfall; (b) plan of the field 1/1999 test-site with distribution of instrumentation More specific details of the local topography...

... ( υ p / υ s ) 2 − 1 ( υ p / υ s ) 2 − 1 (2) ϕ = − 0 · 175  ln ( υ p ) + 1 · 56 08 06 1999 08 03 2000 © 2000 Thomas Telford Ltd 2000 anistropy compressibility elasticity glacial soils seismicity shear...

... rigide desséchée. La résistance au cisaillement non drainé de l'argile rigide desséchée tend vers zéro à mesure que la pression de consolidation verticale décroît à partir de la condition in situ. clays failure glacial soils laboratory tests pore pressures shear strength Mesri, G...