Yield design for porous media subjected to unconfined flow: construction of approximate pressure fields

TL;DR

This paper develops a method to construct approximate pressure fields that serve as lower bounds for the true pressure in porous media flow with free boundaries, aiding in stability analysis without exact pressure knowledge.

Contribution

It introduces a novel approach to generate approximate pressure fields that bound the true pressure from below, based on relaxed problem conditions and a uniqueness assumption.

Findings

The method provides reliable lower bounds for pressure fields.

Application demonstrated on a vertical dam example.

Ensures stability analysis without exact pressure data.

Abstract

We consider the stability of a porous medium submitted to a steady-state flow with free-boundary. Assuming some hypotheses, it is possible to implement the kinematic method by using an approximate pressure field bounding the true pressure field from below. We are interested in finding such approximate pressure fields and in proving that they bound the true pressure field from below without knowing the true pressure field. We use fields which are solutions of a problem with relaxed conditions with regard to the real problem. Under a uniqueness condition of the solution of a weak formulation of the problem, such fields are lower bounds for the true pressure field. Finally, we give the example of a vertical dam.