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Keywords: STRAIN
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Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (4): 226–233.
Published: 01 November 1997
... TESTS LOADING LOADS MODELS STRESS TEMPERATURE INDUCED ELASTIC THEORY TAXIWAYS RUNWAYS METHODS STRAIN AIRFIELDS SPECIFICATIONS PROGRAMS WHOLE LIFE WHOLE LIFE COST Concrete and airport pavements J. M. Barling, BSc, CEng, MICE Proc. Instn Civ. Engrs, Transp., 1997, 123, Nov., 226 233...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (3): 163–173.
Published: 01 August 1997
... subgrade strains were recorded. Analyses of the rutting, FWD tests and shallow dynamic subgrade strain behaviour are presented, leading to the general conclusion that the benefits of reduced tyre inflation pressure traffic seen in field implementations of CTI systems are derived more from the behaviour...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (1): 39–52.
Published: 01 February 1997
... evaluated. The rheological properties of mixtures were measured and the stress-strain relationships in model pavements were analysed. Mixtures with high viscosity had high strength, a high modulus, low compliance and a low rate of deformation, and consequently had high deformation resistance to wheel load...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (4): 272–277.
Published: 01 November 1996
... = 120 N/mm2 - - - - Concrete pad modulus = 120 N/mm2 - - -. . Rail pad modulus = 82.5Nlmm2 Concrete pad modulus = 823 N h m 2 274 Laboratory test results 9. The laboratory results include deflection and strain measurements.One metre lengthsof rails were cast with a rail heigohft 80 mm and bonded...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (3): 186–192.
Published: 01 August 1996
... SEALING COATS SURFACES FAILURES LOADING HORIZONTAL LOADS ACCELERATION DECELERATION FORCES WHEELS VERTICAL STRAIN ELASTIC CROSS ANISOTROPIC HALF SPACE RATIOS ESTIMATING LIFE BUS STOPS INTERSECTIONS JUNCTIONS BENDS MAINTENANCE ROADBASE DESIGN APPLICATIONS ROUNDABOUTS LAE...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (1): 2–5.
Published: 01 February 1996
... andconventional rail intunnel These ways may include (a) the track surface deflection, (b) track buckling,(c) rail fracture, (d) trough erosion(,e) vertical stress on pave- ment, (f) lateral stress on pavement, (g) shear- field testresultsrelatingto deflection, strain Fig. 1 . Light rail ing strain, and (h...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (4): 259–272.
Published: 01 November 1994
... data indicated that the model generally used to describe the relation between permanent strain development and number of load repetitions does not give reliable estimates of the permanent deformation at large numbers of load repetitions. The design method described here recognizes the elasto-plastic...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1993) 100 (2): 83–93.
Published: 01 May 1993
... excavations working in close proximity to the Board's network. © Thomas Telford and ICE 1993 British Rail Research Railways Infrastructure Mining Effect Control Subsidence Speed Surfaces Movement Track Legislation Acts Damage Strain Methods Alleviation Monitoring Remedial Works...

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