Permanent Deformation Behavior of Granular Materials and the Shakedown Concept

By S. Werkmeister, A. Dawson, F. Wellner. 2001

333 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/7ff2699c7db78e97d89a010ee51071a9584003c8

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. A. Dawson
2. K. Vasconcelos

Citations in the corpus

• PAVEMENT DESIGN MODEL FOR UNBOUND GRANULAR MATERIALS (2004, background): “It is suggested that this is a consequence of the grain assembly being rearranged many times, but once the grain assembly is not able to rearrange anymore and it will come to a failure as seen in Range C behavior (Werkmeister et al 2001).”
• Laboratory evaluation of recycled construction and demolition waste for pavements (2011, methodology): “[21] suggested the permanent deformation results to be plotted as permanent vertical strain rate versus permanent vertical cumulative strain.”