Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 7. Journal of geotechnical and geoenvironmental engineering - Juillet 2011
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 7. Journal of geotechnical and geoenvironmental engineering - Juillet 2011 |
| Type de document : | Bulletin |
| Paru le : | 11/09/2011 |
Dépouillements
Article : texte imprimé
Hong-Hu Zhu, Auteur ;
Yin, Jian-Hua, Auteur ;
Albert T. Yeung, Auteur
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Glass fiber–reinforced polymer (GFRP) materials provide practical solutions to corrosion and site-maneuvering problems for civil infrastructures using conventional steel bars as reinforcements. In this study, the feasibility of using GFRP soil n[...]
Article : texte imprimé
Mitsu Okamura, Auteur ;
Masaya Takebayashi, Auteur ;
Katsuji Nishida, Auteur
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Desaturation of ground by air injection attracts considerable attention in recent years as an innovative technique for a liquefaction countermeasure. Several research programs were conducted in laboratories regarding the related topics. This pap[...]
Article : texte imprimé
Shoichiro Hamamoto, Auteur ;
Per Moldrup, Auteur ;
Ken Kawamoto, Auteur
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Landfill sites have been implicated in greenhouse warming scenarios as a significant source of atmospheric methane. In this study, the effects of extreme compaction on the two main soil-gas transport parameters, the gas diffusion coefficient (Dp[...]
Article : texte imprimé
R. Kourkoulis, Auteur ;
F. Gelagoti, Auteur ;
I. Anastasopoulos, Auteur
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This paper uses a hybrid method for analysis and design of slope stabilizing piles that was developed in a preceding paper by the writers. The aim of this paper is to derive insights about the factors influencing the response of piles and pile-g[...]
Article : texte imprimé
Youngho Kim, Auteur ;
Sangseom Jeong, Auteur ;
Sungjune Lee, Auteur
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A fundamental study of pile-soil systems subjected to lateral loads in clay soil was conducted by using experimental tests and a lateral load-transfer approach. The emphasis was on an improved wedge failure model developed by considering three-d[...]
Article : texte imprimé
José R. M. S. Oliveira, Auteur ;
Marcio S. S. Almeida, Auteur ;
Helena P. G. Motta, Auteur
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Penetration resistance in fine-grained soils varies with the rate of penetration. Considering undrained behavior as a reference, as the rate of penetration is reduced, soil resistance increases because of the effects of partial consolidation and[...]
Article : texte imprimé
R. S. Merifield, Auteur
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In recent years, the use of helical anchors has expanded beyond their traditional use in the electrical power industry. The advantages of rapid installation and immediate loading capability have resulted in their being used in more traditional c[...]
Article : texte imprimé
Chenrong Zhang, Auteur ;
David White, Auteur ;
Mark Randolph, Auteur
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A series of centrifuge model tests of the lateral response of a fixed-head single pile in soft clay is reported. Both monotonic and cyclic episodes of loading are described, with varying amplitude and with intervening periods of reconsolidation.[...]
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