Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 8. Journal of geotechnical and geoenvironmental engineering - Août 2011
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 8. Journal of geotechnical and geoenvironmental engineering - Août 2011 |
| Type de document : | Bulletin |
| Paru le : | 17/10/2011 |
Dépouillements
Article : texte imprimé
Jinoh Won, Auteur ;
Sudarshan Adhikari, Auteur ;
Chung R. Song, Auteur
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T-walls in New Orleans survived Hurricane Katrina whereas I-walls obviously failed in several sections. However, it is still unclear whether these T-walls truly survived the hurricane with a fair amount of safety margins or barely survived it wi[...]
Article : texte imprimé
Fox, Patrick J., Auteur ;
Jason D. Ross, Auteur
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An investigation was conducted on the relationship between the internal shear strength of hydrated needle-punched (NP) geosynthetic clay liners (GCLs) and the interface shear strength between hydrated NP GCLs (nonwoven side) and high-density pol[...]
Article : texte imprimé
J. C. Chou, Auteur ;
B. L. Kutter, Auteur ;
T. Travasarou, Auteur
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The BART Transbay Tube (TBT) is an immersed cut-and-cover subway tunnel that runs from Oakland to San Francisco, California. The loose sand and gravel backfills placed around the tunnel are considered to be liquefiable, and the clays under the b[...]
Article : texte imprimé
Naeem O. Abdulhadi, Auteur ;
John T. Germaine, Auteur ;
Andrew J. Whittle, Auteur
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This paper presents the results of an extensive program of laboratory model wellbore tests that have been performed to study wellbore instability in saturated clays. The tests were conducted on resedimented Boston blue clay (RBBC) anisotropicall[...]
Article : texte imprimé
Enrico Conte, Auteur ;
Antonello Troncone, Auteur
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This paper deals with the active landslides that are controlled by pore water pressure changes owing to groundwater fluctuations. These landslides are usually characterized by low displacement rate with deformations essentially concentrated with[...]
Article : texte imprimé
The-Bao Nguyen, Auteur ;
Chulho Lee, Auteur ;
Hangseok Choi, Auteur
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In constructing a vertical cutoff wall, bentonite-water slurry is frequently used to maintain the stability of sidewalls during excavation before backfilling the trench with less permeable materials to complete the cutoff wall construction. This[...]
Article : texte imprimé
Yanjun Yang, Auteur ;
Giovanni Cascante, Auteur ;
Maria Anna Polak, Auteur
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Material damping is a fundamental parameter required for dynamic analysis of geotechnical and civil infrastructure. The material damping ratio is very difficult to measure in situ. A new methodology for in situ measuring of material damping usin[...]
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