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The experimental program consisted of a series of geotechnical centrifuge model studies with different types of structures with cohesionless and cohesive backfill.
A model rigid vertical retaining wall under passive earth pressure conditions with cohesionless backfill material has been considered in the present analysis.
The present study conducted laboratory tests on sand with cohesionless fines in order to show how the seismic performance of loose subsoil is assessed, thus developing a practical methodology of performance-based mitigations.
Geotechnical earthquake engineering in the recent times has been paying special attention to themes such as liquefaction of sand with cohesionless fines, performance-based design, and seismic mitigation measures for housing areas.
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Over 100 experiments were carried out with dry cohesionless sand in a large metal silo with and without inserts at Tel-Tek, dept.
While piping failure was dominant in dams composed of very fine materials or mixed soils with an appreciable amount of fines, seepage, and downstream slope saturation were dominant in dams built with homogeneous cohesionless soils.
The experiments were conducted on a vertical retaining wall with a horizontal cohesionless backfill.
This comparison is exclusively presented for the case of a vertical retaining wall with a horizontal cohesionless backfill.
In order to check the validity of the MATLAB program written, the analysis is carried out for a smooth (δ = 0) vertical wall with a horizontal cohesionless backfill.
As this is a somewhat new concept, their study was limited to a simple problem of a smooth vertical retaining wall with a horizontal cohesionless backfill.
For the case of no seepage flow, their analysis was reduced to the typical case of a vertical retaining wall with a horizontal cohesionless backfill.
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