Journal of geotechnical and geoenvironmental engineering, Vol. 135 N°1. Journal of geotechnical and geoenvironmental engineering (ASCE) - Janvier 2009
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 135 N°1. Journal of geotechnical and geoenvironmental engineering (ASCE) - Janvier 2009 |
| Type de document : | Bulletin |
| Paru le : | 25/02/2009 |
Dépouillements
Article : texte imprimé
K. C. Foye, Auteur ;
G. Abou-Jaoude, Auteur ;
M. Prezzi, Auteur
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Load and resistance factor design of foundations is done in the offshore industry and is now being done in bridge projects in the United States. Common methods used to establish resistance factors include calibration to assumed factors of safety[...]
Article : texte imprimé
Marc Senders, Auteur ;
Mark F. Randolph, Auteur
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A CPT-based method is presented for estimating the self-weight penetration and suction required during the installation of suction caissons in medium dense to dense sand. Existing methods, although fundamental in nature, suffer from the difficul[...]
Article : texte imprimé
Robert Liang, Auteur ;
Ke Yang, Auteur ;
Jamal Nusairat, Auteur
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Drilled shafts socketed in rock mass have been used frequently as a foundation system to support both vertical and lateral loads. Traditionally, the lateral interaction between the drilled shaft and the surrounding rock medium has been character[...]
Article : texte imprimé
Nobutaka Yamamoto, Auteur ;
Mark F. Randolph, Auteur ;
Itai Einav, Auteur
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This paper presents a numerical investigation of the effect of foundation size on the response of shallow circular foundations on siliceous and calcareous sands. The study is based on the predictive capabilities of the MIT-S1 soil model for simu[...]
Article : texte imprimé
T. Leslie Youd, Auteur ;
Daniel W. DeDen, Auteur ;
Bray, Jonathan D., Auteur
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Three potential lateral spreads exhibited negligible displacements during the 1999 Kocaeli, Turkey Earthquake (Mw=7.5) even though they were located within 7km of the fault rupture. These spreads are analyzed to verify and augment current proced[...]
Article : texte imprimé
Lenart, González, Auteur ;
Tarek Abdoun, Auteur ;
Ricardo Dobry, Auteur
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This paper presents experimental results and analysis of six model centrifuge experiments conducted on the 150g−ton Rensselaer Polytechnic Institute centrifuge to investigate the effect of soil permeability on the response of end-bearing single [...]
Article : texte imprimé
C.-C. Huang, Auteur ;
S.-H. Wu, Auteur ;
H.-J. Wu, Auteur
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This paper presents a seismic displacement criterion for conventional soil retaining walls based on the observations of a series of shaking table tests and seismic displacement analysis using Newmark’s sliding-block theory taking into account in[...]
Article : texte imprimé
K. Onder Cetin, Auteur ;
Cem Ozan, Auteur
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Due to lack of soil sampling during conventional cone penetration testing, it is necessary to characterize and classify soils based on tip and sleeve friction values as well as pore pressure induced during and after penetration. Currently availa[...]
Article : texte imprimé
J. Chu, Auteur ;
D. Wanatowski, Auteur
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Experimental data to study the effect of loading mode on the strain softening and instability behavior of sand under plane-strain conditions are presented in this paper. A new plane-strain apparatus was adopted to conduct K0 consolidated drained[...]
Article : texte imprimé
G. J. Chen, Auteur ;
A. Ledesma, Auteur
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The Prototype Repository project represents a full-scale in situ test of the Swedish concept for high level radioactive waste disposal in deep geological repositories, being conducted at the underground Äspö Hard Rock Laboratory and managed by S[...]
Article : texte imprimé
C. Bernstone, Auteur ;
M. Westberg, Auteur ;
J. Jeppsson, Auteur
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The context of structural monitoring of concrete dams as part of hydropower assets management is described. A tool that fits well into this context is the control of the uplift pressure of concrete dams. A monitoring technique suitable for this [...]
Article : texte imprimé
Chih-Ping Lin, Auteur ;
Shr-Hong Tang, Auteur ;
Wen-Chin Lin, Auteur
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Time domain reflectometry (TDR) technology has become a valuable tool for detecting displacements and locating shear planes in rock or soil slopes. It is based on transmitting an electromagnetic pulse into a coaxial cable grouted in rock or soil[...]
Article : texte imprimé
R. Zentar, Auteur ;
N.-E. Abriak, Auteur ;
V. Dubois, Auteur
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In this paper, the results of the standard percussion cup test, the penetration cone test, and the laboratory vane test performed on organic sediments and kaolin are discussed. First, the relationship between the water content and the cone penet[...]
Article : texte imprimé
Landris T. Lee Jr., Auteur ;
Reed B. Freeman, Auteur
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Simultaneously assessing liquid limit and plastic limit using a single laboratory test procedure and comparing the results to the standard test methods has not been noted in the published literature. This paper describes an innovative empirical [...]
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