Zobrazeno 1 - 10
of 10
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
Publikováno v:
AEG News; Sep2021, Vol. 64 Issue 4, p51-82, 32p
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. Dec2007, Vol. 133 Issue 12, p1637-1640. 4p.
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. Dec2005, Vol. 131 Issue 12, p1570-1572. 3p.
Publikováno v:
Innovative Infrastructure Solutions; 1/19/2017, Vol. 2 Issue 1, p1-11, 11p
Publikováno v:
GeoCongress 2012; 2012, pi-l, 50p
Autor:
Jie Han, Daniel E. Alzamora
GSP 211 contains 496 peer-reviewed papers, describing describe advances in research and application of geotechnologies, presented at Geo-Frontiers 2011, held in Dallas, Texas, March 13-16, 2011.