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Keywords: RESISTANCE
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Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1999) 135 (2): 103–111.
Published: 01 May 1999
... emulsion macadam (DBEM), have been studied in the laboratory using the repeated load axial test (RLA). A conventional emulsion and SBS and EVA polymer modi®ed emulsions have been used to investigate the in¯uence of polymer modi®cation on the resistance of mixtures to permanent deformation. The base binder...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1998) 129 (2): 85–93.
Published: 01 May 1998
...A G KOKKALIS Prediction of skid resistance from texture measurements Proc. Instn Civ. Engrs Transp., 1998, 129, May, 85 ± 93 A. G. Kokkalis, MSc, PhD, AMIHT & It is well-known that the factors a€ecting tyre±pavement skid resistance are numerous and complicated. It is almost impossible to derive...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (3): 174–177.
Published: 01 August 1997
...P R STAPLES; BS 4987 FOOTWAYS SURFACING COLD EMULSIONS MACADAM PERFORMANCE TRIALS ASSESSMENT STREETS RESIDENTIAL URBAN ELASTIC STIFFNESS RESISTANCE DEFORMATION SITES TESTS TESTING MAINTENANCE MONITORING SURFACES AGGREGATES BITUMEN CORES ASPHALT TESTERS BITUMINOUS...
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): 278–290.
Published: 01 November 1996
...J T DUFFELL; J K PAN © Thomas Telford and ICE 1996 HERTFORDSHIRE UNIVERSITY ROADS MINOR DETERIORATION CAUSES MAINTENANCE SURVEYS METHODS MANUAL MEASUREMENT PROFILES SKIDS SKIDDING RESISTANCE DEFLECTION SAFETY TREATMENT REMEDIAL TESTS MACHINERY MANAGEMENT MODELS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (3): 168–176.
Published: 01 August 1996
...G R WOODMAN; N D ROBINSON © Thomas Telford and ICE 1996 TBV CONSULTANTS SCOTT WILSON KIRKPATRICK PAVEMENTS AIRFIELDS CONCRETE BLOCKS SURFACING SURFACES OVERLAYS STATE OF THE ART AIRCRAFT LOADING LOADS PERFORMANCE LONG TERM BLAST JETS RESISTANCE CONSTRUCTION PRACTICE...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (1): 40–49.
Published: 01 February 1996
...S F BROWN; F W K CHAN © Thomas Telford and ICE 1996 NOTTINGHAM UNIVERSITY SWK PAVEMENT ENGINEERING SCOTT WILSON KIRKPATRICK PAVEMENTS LAYERS GRANULAR DESIGN IMPROVED REDUCED RUTTING UNBOUND EXPERIMENTS RESISTANCE COMPACTED MATERIALS AGGREGATES GRADING SIMULATION...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1995) 111 (4): 289–297.
Published: 01 November 1995
... RESISTANCE DURABILITY APPARATUS LOADS REPEATED AXIAL © Thomas Telford and ICE 1995 NOTTINGHAM UNIVERSITY Practical testprocedures for mechanical propertiesof bituminous Proc. lnstn Ciu. Engrs Transp.. 1995, 111. Nov., 289-297 materials S. F.Brown, DSc, FEng Paper 10676 Transport Board...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (3): 187–194.
Published: 01 August 1994
... COMPACTION RUTTING SUPERPAVE MIXES RESISTANCE PROPERTIES FATIGUE MIX DESIGN SYSTEMS CRACKING UNITED STATES USA Toward performance-based specifications for bitumen and mixtures asphalt Proc. h s t n Civ. Engrs Tramp., 1994. 105, Aug., 187-194 Paper l0190 D.J. Kulash, BS, PhD Transport...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1993) 100 (2): 75–81.
Published: 01 May 1993
... most likely to resist possible future settlement problems. Continuously reinforced concrete roadbases (CRCR) are not new to the UK but are uncommon. The scale of this project, involving in excess of 100 000 m3 of pavement quality concrete laid over 15.8 km, required the Contractor to review...

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