Simplified elastic model for restraining effects of backfill soil on integral bridges-Reference-Cited by-同舟云学术

Simplified elastic model for restraining effects of backfill soil on integral bridges

Published:1999-10 Issue:1-5 Volume:73 Page:303-313
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Lehane B.M.,Keogh D.L.,O’Brien E.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference20 articles.

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2. Relief of creep/shrinkage stresses in integrally constructed bridges;O’Brien,1996

3. Deformation characteristics of soils and rocks from field and laboratory tests;Tatsuoka,1991

4. One perspective of the pre-failure deformation characteristics of some geomaterials;Jardine,1994

5. Measurement of shear deformation of geomaterials in the laboratory;Lo Presti,1994

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