The Application of Shakedown Theory to Pavement Design

Metals and Materials International

Volumn 4, Issue 4, 1998, Pages 832-837

  Collins, I F ^a   Boulbibane, M ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

Author keywords

Geotechnical engineering; Pavements design; Shakedown theory; Soil mechanics

Indexed keywords

COMPUTATION THEORY; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); ELASTOPLASTICITY; GEOMECHANICS; GEOTECHNICAL ENGINEERING; NONLINEAR PROGRAMMING; OPTIMAL SYSTEMS; PAVEMENTS; SIMULATED ANNEALING; SOIL MECHANICS; STRUCTURAL DESIGN; TRIBOLOGY; WEAR OF MATERIALS;

ELASTIC-PLASTIC MATERIAL; GEOMECHANICS PROBLEM; NON-LINEAR OPTIMIZATION; PRESSURE DEPENDENT; RATE-INDEPENDENT MATERIALS; SHAKEDOWN THEORY; SLIDING OR ROLLING; UPPER BOUND THEOREMS;

FAILURE (MECHANICAL);

EID: 0007670754     PISSN: 12259438     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF03026408     Document Type: Article

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