Canadian geotechnical journal, Vol. 46 N° 3. Canadian geotechnical journal - Mars 2009
| Titre : | Canadian geotechnical journal, Vol. 46 N° 3. Canadian geotechnical journal - Mars 2009 |
| Type de document : | Bulletin |
| Paru le : | 13/07/2009 |
Dépouillements
Article : texte imprimé
Zhong-Miao Zhang, Auteur ;
Yu, Jun, Auteur ;
Guang-Xing Zhang, Auteur
|
Constructing a bored pile produces a disturbed zone of soil adjacent to the pile, referred to as a “mudcake.” The physical properties of the mudcake are different from those of the surrounding soil. This paper reports research on bored piles in [...]
Article : texte imprimé
Corey R. Froese, Auteur ;
Francisco Moreno, Auteur ;
Michel Jaboyedoff, Auteur
|
In 1981, an Alberta Government project upgraded the monitoring of South Peak, Turtle Mountain, on the south margin of the 1903 Frank Slide. The monitoring program aimed at understanding the rates of deformation over large, deep fractures encompa[...]
Article : texte imprimé
Cholachat Rujikiatkamjorn, Auteur ;
Buddhima Indraratna, Auteur
|
A system of vertical drains with surcharge preloading is an effective method for promoting radial drainage and accelerated soil consolidation. This study presents a procedure for the design of vertical drains that significantly extends the previ[...]
Article : texte imprimé
D. C. Bobei, Auteur ;
S. R. Lo, Auteur ;
D. Wanatowski, Auteur
|
An experimental study was carried out to investigate the static liquefaction behaviour of sand with a small amount of plastic and nonplastic fines. Five series of tests were conducted in drained and undrained conditions. The drained test results[...]
Article : texte imprimé
Luo Yang, Auteur ;
Robert Liang, Auteur
|
A comprehensive database is developed for the setup for piles driven into sand. Based on the compiled pile-testing data, pile setup is significant and continues to develop for a long time after pile installation. The statistical analysis shows t[...]
Article : texte imprimé
Paola Bertolo, Auteur ;
Claudio Oggeri, Auteur ;
Daniele Peila, Auteur
|
The installation of draped meshes, metallic nets installed in such a way as to lie against the rock slope surface, is one of the most common ways to protect roads and infrastructure against the detachment of small rock elements in areas prone to[...]
Article : texte imprimé
Saman Zarnani, Auteur ;
Richard J. Bathurst, Auteur
|
Expanded polystyrene (EPS) geofoam seismic buffers can be used to reduce earthquake-induced loads acting on rigid retaining wall structures. A numerical study was carried out to investigate the influence of wall height; EPS geofoam type, thickne[...]
Article : texte imprimé
Greg Siemens, Auteur ;
James A. Blatz, Auteur
|
Swelling soils are found in many regions throughout the world. Damage caused to infrastructure by these types of soils is measured annually in billions of dollars. These excessive damages are, in part, due to the lack of proper design, resulting[...]
Article : texte imprimé
Curtis Kelln, Auteur ;
Jitendra Sharma, Auteur ;
David Hughes, Auteur
|
A new elastic–viscoplastic (EVP) soil model has been used to simulate the measured deformation response of a soft estuarine soil loaded by a stage-constructed embankment. The simulation incorporates prefabricated vertical drains installed in the[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
