Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 2. Journal of geotechnical and geoenvironmental engineering - Fevrier 2011
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 2. Journal of geotechnical and geoenvironmental engineering - Fevrier 2011 |
| Type de document : | Bulletin |
| Paru le : | 21/04/2011 |
Dépouillements
Article : texte imprimé
R. Dobry, Auteur ;
S. Thevanayagam, Auteur ;
C. Medina, Auteur
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This paper examines in detail the mechanics of lateral spreading observed in a full-scale test of a sloping saturated fine sand deposit, representative of liquefiable, young alluvial and hydraulic fill sands in the field. The test was conducted [...]
Article : texte imprimé
C. Hsein Juang, Auteur ;
Matt Schuster, Auteur ;
Chang-Yu Ou, Auteur
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This paper presents a framework for a fully probabilistic analysis of the potential for damage to buildings adjacent to an excavation. Herein, the damage potential index (DPI), which is a function of angular distortion and lateral strain, is use[...]
Article : texte imprimé
Yu Wang, Auteur ;
Siu-Kui Au, Auteur ;
Fred H. Kulhawy, Auteur
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This paper develops a more general reliability-based design approach for drilled shafts that formulates the design process as an expanded reliability problem in which Monte Carlo simulations (MCS) are used in the design. Basic design parameters,[...]
Article : texte imprimé
Raul Flores-Berrones, Auteur ;
Martín Ramirez-Reynaga, Auteur ;
Emir José Macar, Auteur
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This paper describes an earth-rock dam whose filters’ characteristics did not comply with the design criterion. In addition, the degree of compaction and the water content in the impervious core consisted of highly plastic residual clay. Althoug[...]
Article : texte imprimé
Christopher D. P. Baxter, Auteur ;
M. S. Ravi Sharma, Auteur ;
Kathryn Moran, Auteur
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There is considerable uncertainty in the determination of effective stress strength parameters of cemented soils from undrained triaxial tests. Large negative excess pore pressures are generated at relatively large strains (typically 4–5% for ce[...]
Article : texte imprimé
Matthew Helinski, Auteur ;
Martin Fahey, Auteur ;
Andy Fourie, Auteur
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Over the past decade there has been increasing use of “paste” for backfilling of mined-out voids (“stopes”) in underground mines. Paste backfill is generated from full stream tailings and is almost always placed underground with cement. This pap[...]
Article : texte imprimé
Radoslaw L. Michalowski, Auteur ;
Tabetha Marte, Auteur
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Design of slopes and analysis of existing slopes subjected to seismic shaking are carried out routinely using approximations of plane strain and substitution of a quasi-static load for the seismic excitation. A three-dimensional (3D) analysis of[...]
Article : texte imprimé
A. J. Anyaegbunam, Auteur
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This note utilizes the analog models of forced vibration to express the mass of foundation block in terms of damping ratio and thereafter obtains the expression for the minimum foundation mass required to limit vertical machine vibration amplitu[...]
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