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Finite Element Method

Author(s): 
Osvaldo Ledesma, William Gibson and Alejo Sfriso
Category: 
Geotechnical
The design of the support of a 10m-deep urban excavation in Argentina is presented. A conventional approach was employed for the base case, where a set of geotechnical parameters is selected based on “engineering judgment” and a support system based on concrete wall and anchors was selected
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