Canadian geotechnical journal, Vol. 46 N° 2. Canadian geotechnical journal - Fevrier 2009
| Titre : | Canadian geotechnical journal, Vol. 46 N° 2. Canadian geotechnical journal - Fevrier 2009 |
| Type de document : | Bulletin |
| Paru le : | 13/07/2009 |
Dépouillements
Article : texte imprimé
Abbas Soroush, Auteur ;
Hossein Soltani-Jigheh, Auteur
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Soil structures are often comprised or supported by soils that are mixtures of cohesive and granular geomaterials. These soils are termed as intermediate or mixed soils and are widely found in natural deposits and man-made soil structures. The o[...]
Article : texte imprimé
X. Li, Auteur ;
J.-M. Zhang, Auteur
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The microporosity structure of soil provides important information in understanding the shear strength, compressibility, water-retention ability, and hydraulic conductivity of soils. It is a soil characteristic that depends on sample preparation[...]
Article : texte imprimé
Ryuuichi Sonoda, Auteur ;
Tatsunori Matsumoto, Auteur ;
Pastsakorn Kitiyodom, Auteur
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A building and its foundation were constructed in sandy ground using a reverse construction method. The main difference between a reverse construction method and a conventional construction method is that the piles are cast in place and are part[...]
Article : texte imprimé
Vincenzo Silvestri, Auteur ;
Ghassan Abou-Samra, Auteur ;
Christian Bravo-Jonard, Auteur
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Simple numerical methods that allow to obtain stress and strain paths in sand during self-boring pressuremeter tests are presented in this paper. The material is considered to undergo deformation in drained and plane-strain conditions. The flow [...]
Article : texte imprimé
Lance A. Roberts, Auteur ;
Anil Misra, Auteur
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Load–displacement analysis of a single deep foundation element can be accomplished by utilizing a soil–structure interaction model, such as the “t–z” model. By combining the soil–structure interaction model with a probabilistic analysis techniqu[...]
Article : texte imprimé
Hideo Komine, Auteur ;
Kazuya Yasuhara, Auteur ;
Satoshi Murakami, Auteur
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Bentonite is currently designated for use as a buffer material for the repository of high-level radioactive waste because such a material requires swelling characteristics to seal the waste. A high-level radioactive waste disposal facility may b[...]
Article : texte imprimé
B. Bienen, Auteur ;
M. J. Cassidy, Auteur ;
C. Gaudin, Auteur
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Offshore jack-up drilling rigs are subjected to loading from wind, waves, and current in addition to their self-weight. This applies combined loading in all six degrees-of-freedom in space on the footings. Although the foundation–soil interactio[...]
Article : texte imprimé
B. Bienen, Auteur ;
M. J. Cassidy, Auteur
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Jack-up drilling rigs are usually founded on three shallow footings. Under wind, wave, and current loading offshore, the footings of these tall multi-footing systems transfer large moment loads in addition to self-weight, horizontal load, and ev[...]
Article : texte imprimé
Kris Holm, Auteur ;
Matthias Jakob, Auteur
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Rockfall hazard assessments are a routine requirement for many engineers and geoscientists working in the field of geohazards. The scale of investigation and analysis is sometimes constrained by budget, and, in the simplest case, runout will be [...]
Article : texte imprimé
Jyant Kumar, Auteur ;
K. V.S.B. Raju, Auteur
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In a continuation of the authors’ recent work, the ultimate tip resistance of a miniature cone using triaxial equipment was determined for samples of dry sand mixed with dry fly ash. The effect of (i) the proportion of fly ash, (ii) the relative[...]
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