Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope
Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied from 35° to 50°.
A biaxial geogrid was used as reinforcement for all of the model tests. The location of the top geogrid layer with respect to the bottom of the foundation, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.
Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope
Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied from 35° to 50°.
A biaxial geogrid was used as reinforcement for all of the model tests. The location of the top geogrid layer with respect to the bottom of the foundation, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.
Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope
KSCE J Civ Eng
Shin, Eun Chul (Autor:in) / Das, Braja M. (Autor:in)
KSCE Journal of Civil Engineering ; 2 ; 481-488
01.12.1998
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Bearing capacity of strip foundation on geogrid-reinforced clay slope
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