Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 1. Journal of geotechnical and geoenvironmental engineering (ASCE) - Janvier 2011
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 1. Journal of geotechnical and geoenvironmental engineering (ASCE) - Janvier 2011 |
| Type de document : | Bulletin |
| Paru le : | 23/02/2011 |
Dépouillements
Article : texte imprimé
Joseph Scalia IV, Auteur ;
Craig H. Benson, Auteur
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Geosynthetic clay liners (GCLs) were exhumed from composite barriers, (i.e., geomembrane over GCL) in final covers at four sites after 4.7 to 6.7 years to evaluate the in-service condition. Monovalent bound cations were replaced by divalent cati[...]
Article : texte imprimé
Jason T. de Jong, Auteur ;
Nicholas J. Yafrate, Auteur ;
Don J. de Groot, Auteur
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Full-flow penetrometers (the T-bar and ball) are increasingly used on sites with thick deposits of soft clays, particularly prevalent offshore. Full-flow penetration tests were performed at five international well-characterized soft clay test si[...]
Article : texte imprimé
Bassam Saad, Auteur ;
Hani Mitri, Auteur
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Very large quantities of mined ore materials are processed annually to obtain the various types of minerals that are essential to industrial processes. Due to its execution simplicity and low cost, upstream tailings disposal has been the most co[...]
Article : texte imprimé
Brian D. Collins, Auteur ;
Sitar, Nicholas, Auteur
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The analysis of steep slope and cliff stability in variably cemented sands poses a significant practical challenge as routine analyses tend to underestimate the actually observed stability of existing slopes. The presented research evaluates how[...]
Article : texte imprimé
Brian D. Collins, Auteur ;
Sitar, Nicholas, Auteur
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The analysis of steep slope and cliff stability in variably cemented sands poses a significant practical challenge as routine analyses tend to underestimate the actually observed stability of existing slopes. The presented research evaluates how[...]
Article : texte imprimé
Long Yu, Auteur ;
Jun Liu, Auteur ;
Xian-jing Kong, Auteur
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In strong over soft two-layered clays, there is a potential for the footing to experience a punch-through failure, where the footing penetrates a large distance at a short time after the initial peak resistance is reached. Three-dimensional (3D)[...]
Article : texte imprimé
Maycon André de Almeida, Auteur ;
Miriam Gonçalves Miguel, Auteur ;
Sidnei Helder Cardoso Teixeira, Auteur
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The behavior of pile foundations subjected to horizontal loading is typically evaluated using horizontal load tests. Although load tests are valuable to understand site-specific soil-structure interaction phenomena, validated predictive methods [...]
Article : texte imprimé
M. Dithinde, Auteur ;
K. K. Phoon, Auteur ;
M. de Wet, Auteur
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Level 1 reliability methods have been internationally accepted as the basis for development of the new generation of geotechnical design codes. A key requirement of this design approach is the identification and quantification of uncertainties a[...]
Article : texte imprimé
Joon Han Kim, Auteur ;
Hyung-Koo Yoon, Auteur ;
Jong-Sub Lee, Auteur
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Electrical properties of soils have commonly been used to estimate geotechnical properties. This paper introduces a new device, an electrical resistivity cone probe (ERCP), to determine the electrical resistivity of seashore soft soils and estim[...]
Article : texte imprimé
Chang-Yu Ou, Auteur ;
Pio-Go Hsieh, Auteur ;
Yi-Lang Lin, Auteur
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This paper presents the performance of an excavation with cross walls based on field observations and numerical analysis results. A small strain constitutive model was used in the analysis. By comparing the movements of the real case with the sa[...]
Article : texte imprimé
Sonia Fortuna, Auteur
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Several geotechnical engineering constructions subject the soil to a partial stress reduction. In addition, in practice, often both axisymmetric and nonaxisymmetric conditions can apply in different locations in the ground affected by the constr[...]
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