STUDY OF THE BEHAVIOUR OF AN EXPERIMENTAL EMBANKMENT ON COMPRESSIBLE SOIL (THE CUBZAC-LES-PONTS SITE): APPLICATION OF THE ELASTOPLASTIC MODELS OF CAMBRIDGE UNIVERSITY

ETUDE DU COMPORTMENT D'UN REMBLAI EXPERIMENTAL SUR SOLS MOUS (SITE DE CUBZAC-LES-PONTS) : APPLICATION DES MODELES ELASTOPLASTIQUES DE L'UNIVERSITE DE CAMBRIDGE

THE AIM OF THIS STUDY IS TO INTRODUCE ONE OF THE ELASTOPLASTIC MODELS DERIVED BY CAMBRIDGE UNIVERSITY UNDER THE NAME: "CAM CLAY MODIFIED MODEL" IN THE LCPC FINITE ELEMENT COMPUTER PROGRAM: "ROSALIE" AND TO TEST IT ON AN EMBANKMENT ON COMPRESSIBLE SOIL CONSTRUCTED IN 1974 BY THE LABORATOIRES DES PONTS ET CHAUSSEES ON THE EXPERIMENTAL SITE IN CUBZAC-LES-PONTS. THE STUDY IS DIVIDED INTO THREE PARTS: (1) BIBLIOGRAPHIC STUDY OF THE CAMBRIDGE MODELS, THEIR ORIGINS AND APPLICATIONS (CLAY SOIL MODELS); (2) CALCULATION METHOD (THEORETICAL FORMULATION AND PROGRAMMING); (3) EXAMINATION OF CALCULATION RESULTS AND THEIR COMPARISON WITH IN-SITU MEASUREMENTS. SEE IRRD ABSTRACT NO 107722.

  • Authors:
    • TRUONG, DANG MINH
  • Publication Date: 1977

Language

  • French

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01290866
  • Record Type: Publication
  • Source Agency: Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)
  • Files: ITRD
  • Created Date: Nov 21 2010 2:23AM