Zobrazeno 1 - 10
of 83
pro vyhledávání: '"Jean-Claude Dupla"'
Publikováno v:
Canadian Geotechnical Journal. 59:758-768
This paper presents an experimental study aimed at evaluating the measuring capabilities of an innovative monocellular pressuremeter probe, the Monocell Francis Cour probe, based on calibration testing in the laboratory. The originality of the tested
Publikováno v:
Acta Geotechnica. 17:3747-3763
Publikováno v:
Acta Geotechnica. 17:3259-3268
Autor:
Noureddine Della, Sidali Denine, Jean Canou, Jean-Claude Dupla, Sadok Feia, Rawaz Dlawar Muhammed
Publikováno v:
Geomechanics and Geoengineering. 17:1973-1983
In order to study the behaviour of reinforced sand, a series of monotonic consolidated drained and consolidated undrained triaxial tests was conducted on Chlef sand samples and, respectively, sand ...
Publikováno v:
Geomechanics and Geoengineering. 16:331-347
The results of a series of displacement-controlled cyclic axial loading tests of model pile in saturated kaolinite clay, carried out in a calibration chamber, are presented. An instrumented pile-pr...
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:6012-6031
This paper presents a study of the influence of plastic and non-plastic fines on the resistance of sands to liquefaction. The study is carried out with the aid of a triaxial apparatus on reconstitu...
Publikováno v:
Geotechnical and Geological Engineering. 38:5457-5473
The present experimental study investigates the influence of cyclic displacement amplitude and effective consolidation stress on the evolution of mobilized local shaft friction along piles submitted to large number of cycles (up to 105 cycles). Two-w
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:2671-2689
This paper highlights the effect of non-plastic fines on sand matrix by performing a series of undrained triaxial tests. The silty sand specimens were reclaimed by moist tamping method and two dist...
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:2400-2416
Pile foundations are usually subjected to cyclic loading which could possibly causes a significant degradation of the friction mobilised along the pile shaft. Most of the experimental studies devot...
Publikováno v:
International Journal of Geotechnical Engineering. 14:860-875
This paper presents an experimental study that investigates the influence of the fines on the initiation of instability of sands under cyclic loading. The materials used for this study and the expe...