Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 5. Journal of geotechnical and geoenvironmental engineering (ASCE) - Mai 2010
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 5. Journal of geotechnical and geoenvironmental engineering (ASCE) - Mai 2010 |
| Type de document : | Bulletin |
| Paru le : | 18/07/2010 |
Dépouillements
Article : texte imprimé
Seo, Min-Woo, Auteur ;
Scott M. Olson, Auteur ;
Ku Seung Yang, Auteur
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Field measurements of settlement and lateral deformation obtained from three deep excavation sites constructed in mixed ground profiles are presented and analyzed. Settlement measurements were obtained throughout the construction process, catego[...]
Article : texte imprimé
Nabil F. Ismael, Auteur
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The behavior of step tapered bored piles in sand, under static lateral loading, was examined by field tests at one site in Kuwait. A total of 14 bored piles including two instrumented piles were installed for lateral loading. The soil profile co[...]
Article : texte imprimé
K. Georgiadis, Auteur
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The undrained bearing capacity of foundations on or near slopes is commonly calculated using empirical equations or from design charts which have been produced based on limit equilibrium or upper bound plasticity calculations. Many of the availa[...]
Article : texte imprimé
Buddhima Indraratna, Auteur ;
Cholachat Rujikiatkamjorn, Auteur ;
Brook Ewers, Auteur
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In Australia, very few rail tracks have been constructed directly on deep estuarine deposits. In recent years, Kooragang Island has become a major export terminal and most coal trains need to cross the main lines at Sandgate to enter Kooragang I[...]
Article : texte imprimé
Tae-Gew Ham, Auteur ;
Yukio Nakata, Auteur ;
Rolando Orense, Auteur
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In order to investigate the influence of water on compression characteristics of decomposed granite soils, single-particle crushing and one-dimensional compression tests were carried out on three types of decomposed granite soils as well as on q[...]
Article : texte imprimé
Yunmin Chen, Auteur ;
Han Ke, Auteur ;
Delwyn G. Fredlund, Auteur
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The estimation of the capacity and settlement of landfills is critical to successful site operation and future development of a landfill. This paper reports the results of a study on biodegradation behavior and the compression of municipal solid[...]
Article : texte imprimé
Xuede Qian, Auteur ;
Robert M. Koerner, Auteur
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This paper extends a previously developed method of the writers by using a pseudostatic approach to conduct seismic stability analysis for potential translational failures of multilayer lined landfills. Assuming that the designed seismic coeffic[...]
Article : texte imprimé
T. Wichtmann, Auteur ;
H. A. Rondon, Auteur ;
A. Niemunis, Auteur
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The present paper discusses the application of a high-cycle accumulation (HCA) model originally developed for sand for the prediction of permanent deformations in an unbound granular material (UGM) used for base and subbase layers in pavements. [...]
Article : texte imprimé
Guidoux Cyril, Auteur ;
Faure Yves-Henri, Auteur ;
Beguin Remi, Auteur
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Under embankment dams and dykes, horizontal groundwater seepage prevails. If the subsoil is layered, and if some coarse layers are not appropriate filters for finer layers, there can be contact erosion at the interface between fine and coarse so[...]
Article : texte imprimé
B. Hanumantha Rao, Auteur ;
D. N. Singh, Auteur
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Application of a pressure membrane extractor (PME) to establish soil-water characteristic curve (SWCC) of fine-grained soils, in 0–1,500 kPa range, is well established. However, this technique requires testing of several identical specimens, cor[...]
Article : texte imprimé
Chieh-Hou Yang, Auteur ;
Tzu-Bin Wang, Auteur ;
Hsing-Chang Liu, Auteur
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In this paper, two Taiwan case studies are used to investigate the potential application of the borehole ground-penetrating radar (BGPR) technique. The first case located an unknown buried pipe which had to be dug out prior to underground excava[...]
Article : texte imprimé
Nilo Cesar Consoli, Auteur ;
Rodrigo Caberlon Cruz, Auteur ;
Márcio Felipe Floss, Auteur
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The enhancement of local soils with cement for the construction of stabilized pavement bases, canal lining, and support layer for shallow foundations shows great economical and environmental advantages, avoiding the use of borrow materials from [...]
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