Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°1. Journal of geotechnical and geoenvironmental engineering (ASCE) - Janvier 2008
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°1. Journal of geotechnical and geoenvironmental engineering (ASCE) - Janvier 2008 |
| Type de document : | Bulletin |
| Paru le : | 12/02/2008 |
Dépouillements
Article : texte imprimé
Marika Santagata, Auteur ;
Antonio Bobet, Auteur ;
Cliff T. Johnston, Auteur
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This paper addresses the one-dimensional compression behavior of a highly organic sapric soil in both its natural intact and reconstituted states, based on the results of constant rate of strain and incremental loading oedometer tests. The soil [...]
Article : texte imprimé
Jack W. Baker, Auteur ;
Michael H. Faber, Auteur
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Liquefaction triggering assessments are often performed for individual locations, providing little information in regard to the expected spatial extent of liquefaction events. The present paper proposes a method to quantify the potential extent [...]
Article : texte imprimé
Zhang, Jianfeng, Auteur ;
Ronald D. Andrus, Auteur ;
C. Hsein Juang, Auteur
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Model uncertainty associated with normalized shear modulus and material damping ratio relationships developed in a previous study is discussed in terms of standard deviations in this paper. The relationships were originally developed by separati[...]
Article : texte imprimé
Christopher D. P. Baxter, Auteur ;
Aaron S. Bradshaw, Auteur ;
Russell A. Green, Auteur
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As an alternative to a field-based liquefaction resistance approach, cyclic triaxial tests with bender elements were used to develop a new correlation between cyclic resistance ratio (CRR) and overburden stress-corrected shear-wave velocity (VS1[...]
Article : texte imprimé
Yu-Hsing Wang, Auteur ;
Xiaobo Dong, Auteur
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In this paper, the sedimentation behavior of two kaolinite samples with distinct fabric associations is characterized using mechanical and electromagnetic wave-based techniques. The two different fabric formations, the edge-to-face (EF) floccula[...]
Article : texte imprimé
Fateh Bendahmane, Auteur ;
Didier Marot, Auteur ;
Alain Alexis, Auteur
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Within hydraulic earth structures (dikes, levees, or dams), internal seepage flows can generate the entrainment of the soil grains. Grain transportation affects both particle size distributions and porosity, and changes the mechanical and hydrau[...]
Article : texte imprimé
R. Kerry Rowe, Auteur ;
S. Rimal, Auteur
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The results of two series of accelerated aging tests are reported. Both series of tests were conducted at temperatures of 85, 70, 55, and 26°C over a period of about 3years . In the simulated liner series, the top of the geomembrane was covered [...]
Article : texte imprimé
N. Dixon, Auteur ;
U. Langer, Auteur ;
P. Gotteland, Auteur
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Mechanical behavior of the waste body controls many aspects of landfill lining system design and performance, including stability issues and integrity of the geosynthetic and mineral lining components. The constituents of municipal solid waste d[...]
Article : texte imprimé
Ashraf Z. Al-Hamdan, Auteur ;
Krishna R. Reddy, Auteur
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Electrokinetic remediation technology is one of the developing technologies that offers great promise for the cleanup of soils contaminated with heavy metals. However, the performance of an electrokinetic remediation system depends on the intera[...]
Article : texte imprimé
Knut H. Andersen, Auteur ;
Hans Petter Jostad, Auteur ;
Rune Dyvik, Auteur
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Penetration of skirts is an essential design issue for offshore skirted foundations and anchors in sand. Skirts may not penetrate far enough into dense sand by the available submerged weight alone. It may therefore be necessary to apply underpre[...]
Article : texte imprimé
Poul V. Lade, Auteur
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Experimental evidence and analyses of results of three-dimensional (3D) tests show that the shape of the failure surface for soils is influenced by the intermediate principal stress, shear banding, and cross anisotropy. Presented here is a formu[...]
Article : texte imprimé
A. Anandarajah, Auteur
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By representing the assembly by a simplified column model, a constitutive theory was recently developed for a two-dimensional assembly of rods. This theory, referred to as the sliding-rolling theory, is extended in this paper to represent the tr[...]
Article : texte imprimé
J. Chu, Auteur ;
D. Wanatowski, Auteur
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When a loose sand specimen is loaded under an undrained condition, it may become unstable. The instability conditions may be specified by an instability line determined using undrained tests. However, the instability behavior of sand has seldom [...]
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