The paper deals with the case of an overpass, composed of two reinforced earth embankment, linked by a three-span bridge. One of them have been instrumented with electric strain gauges. The Authors present a comparison between experimental and theoretical values of the tensile tension on three characteristic reinforcing elements.

Behaviour of an instrumented reinforced embankment

FAVARETTI, MARCO;
1990

Abstract

The paper deals with the case of an overpass, composed of two reinforced earth embankment, linked by a three-span bridge. One of them have been instrumented with electric strain gauges. The Authors present a comparison between experimental and theoretical values of the tensile tension on three characteristic reinforcing elements.
1990
Geotechnical instrumentation in civil engineering projects
0727715151
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/2497256
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