Zobrazeno 1 - 10 of 231 pro vyhledávání: '"S. Leroueil"'
1
Combined effect of fabric, bonding and partial saturation on yielding of soils
Autor: S. Leroueil, P. S. de A. Barbosa
CRS oedometer tests performed at different suctions on a reconstituted residual soil in both non-cemented and cemented conditions show that the combined effect of partial saturation and bonding on yield stress is larger than the sum of the separated
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::25d989d99c0fd8a9356dd9145d7e1139
https://doi.org/10.1201/9781003078616-92
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4
Unstable behaviour of sand and its implication for slope instability
Autor: S Leroueil, W K Leong, Jian Chu
Publikováno v: Canadian Geotechnical Journal. 40:873-885
Results of some constant shear-drained (CSD) tests conducted on both loose and dense sand are presented. Using the critical state line and a modified state parameter, a new framework for analysing the instability of granular soil slopes is proposed.
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::742cfb1e8da884a44fc6e7c0e61f9efc
https://doi.org/10.1139/t03-039
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5
Geotechnical properties of Pusan clays
Autor: S Leroueil, Pham Huy Giao, Sung-Gyo Chung, G J Kim
Publikováno v: Canadian Geotechnical Journal. 39:1050-1060
The Nakdong River plain is one of the few areas in Korea where soft clays have been deposited. Although many site investigations related to large-scale reclamation works have been carried out over the past 10 years, soil profiles still need to be bet
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::694c379cf28c53b2f13ddffc2e71856a
https://doi.org/10.1139/t02-055
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6
Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model
Autor: Sayuri Kimoto, Fusao Oka, Md. Rezaul Karim, Kristian Krabbenhoft, S. Leroueil
Publikováno v: International Journal for Numerical and Analytical Methods in Geomechanics.
SUMMARY The phenomenon of excess pore water pressure increase or stagnation and continuing large ground deformation in soft sensitive clay following the completion of construction of embankment is simulated for a case study at Saint Alban, Quebec, Ca
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3f0de3c8dacaea89910f850cf067e2a2
https://doi.org/10.1002/nag.2165
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7
Compacted soils: From physics to hydraulic and mechanical behaviour
Autor: S. Leroueil D.W. Hight
Publikováno v: Advances in Unsaturated Soils ISBN: 9780429212703
The bases of the compaction test were established by Proctor (1933) who expressed the relationship between compaction energy, water content and the resulting dry density in the form of the so-called compaction diagram. It is generally recognised that
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::762f3cd2fc453515ea3c0fe36faed5a7
https://doi.org/10.1201/b14393-8
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8
Sand sampling below the water table using the 200 mm diameter Laval sampler
Autor: F. Gilbert, S. St-Laurent, J.-M. Konrad, S. Leroueil
Publikováno v: Canadian Geotechnical Journal. 32:1079-1086
The large-diameter Laval sampler, originally developed for sampling soft sensitive marine clays, was used to obtain samples from saturated cohesionless soil deposits. This paper describes the different operations for sampling sand deposits, which var
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f2476ce2eb8a427de666b02351e40109
https://doi.org/10.1139/t95-106
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