Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Sherif A. Elfass"'
Publikováno v:
Art of Foundation Engineering Practice.
This paper describes a laboratory study conducted on the effects of compaction grouting of model shaft tips embedded in a dry cohesionless soil prepared to different target relative densities. These tests were conducted within a circular steel test c
Publikováno v:
Contemporary Topics in Deep Foundations.
This paper presents the results of a comparative analysis carried out on the behavior of two 32.4 cm (12.75 inch) diameter model shafts load tested at the Large Structures Laboratory of the University of Nevada, Reno. While one of these shafts was gr
Publikováno v:
GeoCongress 2006.
Soil liquefaction is a phenomenon that develops in loose saturated sand deposits during earthquakes (or other disturbances) that can cause great damage. In an effort to raise awareness of such a hazard, a computer simulation model of soil liquefactio
Publikováno v:
GeoCongress 2006.
In nature, rock behavior and its general modes of failure can be observed and identified. Once identified, the failure process can be explored via a physical model. For this purpose the geotechnical group at the University of Nevada, Reno designed an