Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 11. Journal of geotechnical and geoenvironmental engineering (ASCE) - Novembre 2010
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 11. Journal of geotechnical and geoenvironmental engineering (ASCE) - Novembre 2010 |
| Type de document : | Bulletin |
| Paru le : | 01/02/2011 |
Dépouillements
Article : texte imprimé
J.-M. Zhang, Auteur ;
S. M. Dasaka, Auteur
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How the design and actual founding depths of foundations correspond to the variability of geological conditions has long been a concern. This paper evaluates the spatial variability characteristics of as-built and estimated founding depths of dr[...]
Article : texte imprimé
K. Georgiadis, Auteur ;
M. Georgiadis, Auteur
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Three-dimensional finite element analyses were performed to study the behavior of piles in sloping ground under undrained lateral loading conditions. Piles of different diameter and length in sloping cohesive soils of different undrained shear s[...]
Article : texte imprimé
Tong Qiu, Auteur
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This paper presents a theoretical study of Biot flow–induced damping in saturated soil during shear wave excitations. The solid skeleton is treated as equivalent linear. Biot flow–induced damping is evaluated for the cases of resonant column tes[...]
Article : texte imprimé
Zhao-Xia Tong, Auteur ;
Jian-Min Zhang, Auteur ;
Yi-Lin Yu, Auteur
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A series of drained tests for sands with inherent fabric anisotropy were conducted with an automatic hollow cylinder apparatus. The samples were subjected to cyclic rotation of principal stress axes while the magnitudes of effective principal st[...]
Article : texte imprimé
Laricar Dominic O. Trani, Auteur ;
Buddhima Indraratna, Auteur
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This paper presents an investigation into the seepage hydraulics of a layer of subballast filter subjected to cyclic loading in a fully saturated environment. A multilayer mathematical approach was used to predict the time-dependent permeability[...]
Article : texte imprimé
Claudio Di Prisco, Auteur ;
Mauro Vecchiotti, Auteur
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This paper concerns the problem of designing standard artificial tunnels for rock boulder protection. The proposed approach consists in uncoupling the problem of the dynamic response of the granular dissipative soil cushion placed on the top of [...]
Article : texte imprimé
Yu-Chao Li, Auteur ;
Peter John Cleall, Auteur
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Analytical solutions for conservative solute diffusion in one-dimensional double-layered porous media are presented in this paper. These solutions are applicable to various combinations of fixed solute concentration and zero-flux boundary condit[...]
Article : texte imprimé
Harianto Rahardjo, Auteur ;
Alfrendo Satyanaga Nio, Auteur ;
Eng-Choon Leong, Auteur
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Rainfall, hydrological condition, and geological formation of slope are important contributing factors to slope failures. Parametric studies were carried out to study the effect of groundwater table position, rainfall intensities, and soil prope[...]
Article : texte imprimé
Han Eng Low, Auteur ;
Mark F. Randolph, Auteur
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A manually operated penetrometer (DMS) fitted with cylindrical (T-bar) and ball penetrometer tips was developed for measuring the profiles of undisturbed and remolded undrained shear strength within box-core samples. This paper summarizes the fi[...]
Article : texte imprimé
Tae-Gew Ham, Auteur ;
Yukio Nakata, Auteur ;
Rolando P. Orense, Auteur
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Large-scale one-dimensional compression tests were performed in order to analyze the influence of gravel on the compression properties of gravel-mixed decomposed granite soils. After adjusting the gravel contents of the said soil, specimens comp[...]
Article : texte imprimé
Ga Zhang, Auteur ;
Liping Wang, Auteur
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Stabilizing piles have been used extensively over the past few decades to support unstable slopes. A new simplified method is described to analyze the stability level of a strain-softening slope reinforced with stabilizing piles. An equivalent p[...]
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