Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 4. Journal of geotechnical and geoenvironmental engineering (ASCE) - Avril 2010
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 4. Journal of geotechnical and geoenvironmental engineering (ASCE) - Avril 2010 |
| Type de document : | Bulletin |
| Paru le : | 18/07/2010 |
Dépouillements
Article : texte imprimé
S. Dickinson, Auteur ;
R. W. I. Brachman, Auteur ;
R. Kerry Rowe, Auteur
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Experimental results from physical testing are reported to examine the thickness and hydraulic performance of three geosynthetic clay liners (GCLs) overlying a geonet when subjected to vertical stresses (e.g., as may be found in a secondary leac[...]
Article : texte imprimé
Kaushal Joshi, Auteur ;
Cedric Kechavarzi, Auteur ;
Kenneth Sutherland, Auteur
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Slurry trench cutoff walls, constructed using self-hardening slag-cement-bentonite (Slag-CB), are the most common form of in-ground vertical contaminant barrier in the U.K., Europe, and Japan, and are increasingly being used in the United States[...]
Article : texte imprimé
S. S. Chandrasekaran, Auteur ;
A. Boominathan, Auteur ;
G. R. Dodagoudar, Auteur
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This paper presents the results of static lateral load tests carried out on 1×2, 2×2, 1×4, and 3×3 model pile groups embedded in soft clay. Tests were carried out on piles with length to diameter ratios of 15, 30, and 40 and three to nine pile d[...]
Article : texte imprimé
Radoslaw L. Michalowski, Auteur
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The kinematic approach of limit analysis is explored in three-dimensional (3D) stability analysis of slopes. A formal derivation is first shown indicating that, in a general case, the approach yields an upper bound to the critical height of the [...]
Article : texte imprimé
Goh Shin Guan, Auteur ;
Harianto Rahardjo, Auteur ;
Eng-Choon Leong, Auteur
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Shear strength of unsaturated soil is an important engineering property in various geotechnical designs. In response to varying climatic conditions, unsaturated soil behaves differently under the drying and wetting processes due to hysteresis. M[...]
Article : texte imprimé
Ellen M. Rathje, Auteur ;
Albert R. Kottke, Auteur ;
Whitney L. Trent, Auteur
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Seismic site response analysis evaluates the influence of local soil conditions on earthquake ground shaking. There are multiple sources of potential uncertainty in this analysis; the most significant pertaining to the specification of the input[...]
Article : texte imprimé
Bashar Alramahi, Auteur ;
Khalid A. Alshibli, Auteur ;
Dante Fratta, Auteur
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The paper presents the results of an experimental investigation of fine particle migration from pore body to the pore throat and toward the contact between particles and its effect on skeleton stiffness of granular materials. We hypothesize that[...]
Article : texte imprimé
Riccardo Castellanza, Auteur ;
Roberto Nova, Auteur ;
Gianmarco Orlandi, Auteur
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The remediation measures taken for an abandoned gypsum mine in the Italian Alps are presented. The mine consists of four levels, excavated by the room-and-pillar method in an evaporitic formation. The two lower levels were flooded by water comin[...]
Article : texte imprimé
S. G. Chung, Auteur ;
N. K. Lee, Auteur
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To back analyze the smear effect and well resistance of a ground that incorporates prefabricated vertical drains, a simple method based on the hyperbolic method previously reported and a simplified form of the consolidation solutions were develo[...]
Article : texte imprimé
Thomas J. Weaver, Auteur ;
Kyle M. Rollins, Auteur
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Full-scale testing can be an integral component of quality control/quality assurance for projects involving construction of deep foundations. Rapid load tests are being used in the deep foundation industry as a method for assessing the axial sta[...]
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