Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 5. Journal of geotechnical and geoenvironmental engineering (ASCE) - Mai 2012
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 5. Journal of geotechnical and geoenvironmental engineering (ASCE) - Mai 2012 |
| Type de document : | Bulletin |
| Paru le : | 19/09/2012 |
Dépouillements
Article : texte imprimé
Radoslaw L. Michalowski, Auteur ;
Srinivasa S. Nadukuru, Auteur
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Dynamically compacted sands often exhibit a drop in cone penetration resistance immediately after compaction, but a gradual increase in the resistance occurs in a matter of weeks and months. An explanation of the former is sought in analysis of [...]
Article : texte imprimé
Srinivasa S. Nadukuru, Auteur ;
Radoslaw L. Michalowski, Auteur
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Traditional methods for calculations of active loads on retaining structures provide dependable forces, but these methods do not indicate reliably the location of the resultant load on the walls. The Coulomb method does not address the load dist[...]
Article : texte imprimé
Gholamreza Mesri, Auteur ;
Nejan Huvaj-Sarihan, Auteur
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Drained residual shear strength measured by multiple reversal direct shear or ring shear tests has been successfully used for over four decades for stability analyses of reactivated landslides in stiff clays and clay shales; A body of literature[...]
Article : texte imprimé
Shih-Hsuan Wu, Auteur ;
Chang-Yu Ou, Auteur ;
Jianye Ching, Auteur
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Spatial variability of soil undrained shear strength is usually not rigorously considered in the design of basal heave for deep excavations. In this study, the slip circle method is employed to investigate how the required safety-factor against [...]
Article : texte imprimé
Hyung-Joon Seo, Auteur ;
Kyeong-Han Jeong, Auteur ;
Hangseok Choi, Auteur
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Pressurized grouting has been frequently adopted in soil-nailing systems that are widely used to improve slope stability. In most geotechnical applications, soil nailing using pressurized grouting has been empirically performed without theoretic[...]
Article : texte imprimé
W. M. S. B. Weerakone, Auteur ;
R. C. K. Wong, Auteur ;
A. K. Mehrotra, Auteur
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This paper describes a methodology for the measurement of the capillary pressure curve of dense nonaqueous phase liquids (DNAPLs) in a water-saturated sandstone induced fracture. Details of specimen preparation, capillary barrier design, and cap[...]
Article : texte imprimé
N. Kikkawa, Auteur ;
M. J. Pender, Auteur ;
R. P. Orense, Auteur
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Pumice sand particles have a vesicular nature, making them light and crushable. Previous research showed that the in situ relative density of pumice deposits cannot be estimated from conventional cone penetration testing. Because of this, a need[...]
Article : texte imprimé
A. A. S. Correia, Auteur ;
M. I. M. Pinto, Auteur ;
M. L. C. Lopes, Auteur
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Design for retaining walls uses almost exclusively limit equilibrium methods, although they do not provide information on the wall deformation level as they consider rigid perfectly plastic behavior for all materials. However, deformation is a k[...]
Article : texte imprimé
V. Zotiadis, Auteur ;
A. Argyraki, Auteur ;
E. Theologou, Auteur
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This study presents an in situ pilot-scale application of attapulgitic clay for stabilization of toxic metals and metalloids in contaminated soil. The selected field for the pilot-scale experiment was heavily contaminated with toxic metals and m[...]
Article : texte imprimé
Article : texte imprimé
Tae-Gew Ham, Auteur ;
Yukio Nakata, Auteur ;
Rolando P. Orense, Auteur
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