Journal of geotechnical and geoenvironmental engineering, Vol. 134 n°11. Journal of geotechnical and geoenvironmental engineering (ASCE) - Novembre 2008
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 134 n°11. Journal of geotechnical and geoenvironmental engineering (ASCE) - Novembre 2008 |
| Type de document : | Bulletin |
| Paru le : | 04/01/2009 |
Dépouillements
Article : texte imprimé
James A. Schneider, Auteur ;
Mark F. Randolph, Auteur ;
Paul W. Mayne, Auteur
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This paper discusses the development of a framework for classifying soil using normalized piezocone test (CPTU) data from the corrected tip resistance (qt) and penetration pore-water pressure at the shoulder (u2) . Parametric studies for normali[...]
Article : texte imprimé
Yu Wang, Auteur ;
Fred H. Kulhawy, Auteur
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Extensive research has been conducted on reliability-based design (RBD) for the ultimate limit state (ULS). Several RBD codes have been developed and implemented around the world that calibrate the ULS design for a target ULS reliability index ([...]
Article : texte imprimé
Daniel B. Chu, Auteur ;
Stewart, Jonathan P., Auteur ;
Ross W. Boulanger, Auteur
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During the 1999 Chi-Chi Earthquake (Mw=7.6) , significant incidents of ground failure occurred in Wufeng, Taiwan, which experienced peak accelerations ∼0.7g . This paper describes the results of field investigations and analyses of a small regio[...]
Article : texte imprimé
J. A. Knappett, Auteur ;
S. P. Madabhushi, Auteur
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The results of a series of dynamic centrifuge tests on model pile groups in (level) liquefied and laterally spreading soil profiles are presented. The piles are axially loaded at typical working loads, which has enabled liquefaction-induced sett[...]
Article : texte imprimé
J. A. Knappett, Auteur ;
S. P. Madabhushi, Auteur
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The results of a series of dynamic centrifuge tests on model pile groups in (level) liquefied and laterally spreading soil profiles are presented. The piles are axially loaded at typical working loads, which has enabled liquefaction-induced sett[...]
Article : texte imprimé
Sandra L. Houston, Auteur ;
Natalia Perez-Garcia, Auteur ;
William N. Houston, Auteur
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A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water c[...]
Article : texte imprimé
Y. B. Yang, Auteur ;
H. H. Hung, Auteur
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The wave propagation problems caused by the underground moving trains are analyzed by the 2.5-dimensional finite/infinite-element approach. The near field of the half-space, including the tunnel and parts of the soil, is simulated by finite elem[...]
Article : texte imprimé
Article : texte imprimé
Nazli Yesiller, Auteur ;
James L. Hanson, Auteur ;
Nicolas K. Oettle, Auteur
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Cover temperature variations were determined at four municipal solid waste landfills located in different climatic regions in North America: Michigan, New Mexico, Alaska, and British Columbia. Cover temperatures varied seasonally similarly to ai[...]
Article : texte imprimé
Dennis G. Grubb, Auteur ;
Allen W. Cadden, Auteur ;
David D. Miller, Auteur
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Trial embankments comprised of crushed glass-dredged material (CG-DM) blends and a 100% DM embankment were constructed to provide the necessary data sets to determine if a moisture content (MC) correction was required for the nuclear density (ND[...]
Article : texte imprimé
Dennis G. Grubb, Auteur ;
Joseph Wartman, Auteur ;
Nicholas E. Malasavage, Auteur
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Four crushed glass (CG) and dredged material (DM) [(CG-DM)] blend embankments constructed (2004) and reconstructed (2005) to local DOT specifications were subjected to cone penetrometer tests (CPT). The CPT resistance of the original set of emba[...]
Article : texte imprimé
S. L. Chen, Auteur ;
L. Z. Chen, Auteur
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This technical note revisits the interaction factors for two piles under lateral loading by means of a rigorous analytical method. The basic idea of the approach presented is to decompose the problem into an extended elastic soil and two fictiti[...]
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