Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 10. Journal of geotechnical and geoenvironmental engineering (ASCE) - Octobre 2012
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 10. Journal of geotechnical and geoenvironmental engineering (ASCE) - Octobre 2012 |
| Type de document : | Bulletin |
| Paru le : | 06/01/2013 |
Dépouillements
Article : texte imprimé
Christopher A. Bareither, Auteur ;
Craig H. Benson, Auteur ;
Tuncer B. Edil, Auteur
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The objective of this study was to evaluate the effects of waste composition and decomposition on the shear strength of municipal solid waste. Waste was collected from two sources (an operating landfill and a transfer station) and degraded in la[...]
Article : texte imprimé
Young Jin Park, Auteur ;
Mohammed A. Gabr, Auteur ;
Brent R. Robinson, Auteur
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The stability of subgrade soils is a major concern during roadway construction with inappropriately soft layers often undercut and replaced by competent or stabilized materials. Systematic undercut criteria are established using numerical modeli[...]
Article : texte imprimé
Ross Boulanger, Auteur ;
I.M. Idriss, Auteur
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A probabilistic version of the Idriss and Boulanger standard penetration test (SPT)–based liquefaction triggering correlation is derived using a maximum likelihood approach and an updated case history database. Measurement and estimation uncerta[...]
Article : texte imprimé
Tahereh Heidari, Auteur ;
Ronald D. Andrus, Auteur
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Liquefaction potential of four Pleistocene beach sand deposits in the Greater Charleston area, South Carolina, is assessed. The assessment is based on a review of 51 sites of conspicuous craterlets and horizontal ground displacement that occurre[...]
Article : texte imprimé
Farshid Vahedifard, Auteur ;
Leshchinsky, Dov, Auteur ;
Christopher L. Meehan, Auteur
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This paper presents an integrated analytical method for calculating the resultant unfactored geosynthetic force in reinforced earth structures under seismic loading conditions. The method utilizes a pseudostatic limit equilibrium approach for as[...]
Article : texte imprimé
L. M. Zhang, Auteur ;
K. H. Chu, Auteur
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Large lateral movements of a pile during impact driving can cause yielding of the surrounding soil. When this happens, the effective stresses between the soil and the pile wall diminish, and the pile shaft resistance decreases. A piling project [...]
Article : texte imprimé
Alec M. Marshall, Auteur
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Evaluation of the impact of tunnel construction on existing buried structures is an important problem. This paper presents an analytical method for estimating the effect of tunnel construction on end-bearing piles located above the tunnel. The m[...]
Article : texte imprimé
M. Balkaya, Auteur ;
I. D. Moore, Auteur ;
A. Saglamer, Auteur
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Several recent studies have investigated failure mechanisms for cast iron water pipes. These studies have primarily focused on the adverse effects of corrosion, frost, reactive backfill, and earthquakes. It appears that leaking pressure pipes ca[...]
Article : texte imprimé
Pongpipat Anantanasakul, Auteur ;
Jerry A. Yamamuro, Auteur ;
Victor N. Kaliakin, Auteur
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The influence of nonplastic silt content on the stress-strain, volume change, and strength characteristics of anisotropic silt-clay transition soils is investigated. A series of one-dimensional compression tests, isotropic compression tests, and[...]
Article : texte imprimé
Alex Sanzeni, Auteur ;
Andrew J. Whittle, Auteur ;
John T. Germaine, Auteur
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A laboratory test program was conducted to evaluate the one-dimensional (1D) compression and creep properties of intact sand (and silty-sand) samples from a deep borehole at the Malamocco Inlet to the Venice Lagoon. The tests were performed with[...]
Article : texte imprimé
Walter G. Kutschke, Auteur ;
Luis E. Vallejo, Auteur
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A published case history on the performance of a 29-m-deep excavation that occurred in stiff Oxford clay provides direct field evidence that lateral stress relief can produce shear planes. A finite-element model was developed to investigate the [...]
Article : texte imprimé
Gennaro G. Marino, Auteur ;
Abdolreza Osouli, Auteur
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This paper introduces a new approach that considers the effect of softening to more accurately calculate floor-bearing capacities where difficult mine conditions are present. Because of softening and changes in confining pressures, the geotechni[...]
Article : texte imprimé
Article : texte imprimé
Mo Zhang, Auteur ;
Mingjiang Tao, Auteur
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