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1-4 of 4
Keywords: PERMANENT
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Journal Articles
PERMANENT DEFORMATION CHARACTERISTICS OF BITUMINOUS EMULSION MACADAMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1999) 135 (2): 103–111.
Published: 01 May 1999
...H A KHALID; K E ETA; SHRP Permanent deformation characteristics Proc. Instn Civ. Engrs Transp., of bituminous emulsion macadams 1999, 135, May, 103 ± 111 H. A. Khalid, BSc, MSc, PhD, CEng, MICE, MIHT, MIAT and K. E. Eta, BEng, MSc, PhD & The permanent deformation characteristics of a dense bitumen...
Journal Articles
SOIL-STRUCTURE INTERACTION ANALYSES FOR CHESTFIELD TUNNEL, KENT.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1998) 129 (4): 247–258.
Published: 01 November 1998
...D J FRENCH © Thomas Telford and ICE 1998 W S ATKINS KENT COUNTY COUNCIL SOILS STRUCTURES INTERACTION ANALYSIS TUNNELS ADVANCED NUMERICAL FINITE ELEMENTS FINITE DIFFERENCE METHODS COMPUTERS COSTS SAVINGS WORKS PERMANENT A299 RESEARCH BEHAVIOUR PLASTICITY CLAYS...
Journal Articles
PRACTICAL TEST PROCEDURES FOR MECHANICAL PROPERTIES OF BITUMINOUS MATERIALS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1995) 111 (4): 289–297.
Published: 01 November 1995
...S F BROWN; BITUTEST MATERIALS BITUMINOUS PROPERTIES MECHANICAL TESTS PROCEDURE PRACTICAL PAVING MEASUREMENT ASPHALT TESTERS PAVEMENTS CONSTRUCTION RESEARCH PROJECTS UNIVERSITIES BEHAVIOUR ELASTIC STIFFNESS INDIRECT TENSILE FATIGUE STRENGTH PERMANENT DEFORMATION...
Journal Articles
Incorporating elasto-plasticity in granular layer pavement design
Available to PurchaseH. Wolff, PrEng, BEng, MEng, PhD, MSAICE, A. T. Visser, PrEng, BSc(Eng), MSc(Eng), PhD, BCom, FSAICE
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (4): 259–272.
Published: 01 November 1994
.... Elasto-plastic behaviour implies that permanent deformation takes place with every load repetition, although traffic loading normally induces stresses well below the failure stress of the material as defined bythe Mohr–Coulomb failure envelope. In the development of design a method for granular layers...
