Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Issue Section
Date
Availability
1-10 of 10
Keywords: AXLES
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
DESIGN AND PERFORMANCE OF FLEXIBLE COMPOSITE ROAD PAVEMENTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1999) 135 (1): 9–16.
Published: 01 February 1999
... LAYERS CRACKING REFLECTIVE CONSTRUCTION MAINTENANCE IN SERVICE AXLES CARRYING CAPACITY LOADS RESEARCH HIGHWAYS TRANSPORT METHODS STUDIES LEAN CONCRETE GRANULAR MATERIALS CRACKS INDUCED UK Design and performance of flexible composite road pavements Proc. Instn Civ. Engrs...
Journal Articles
SITE-SPECIFIC TRUCK LOADS ON BRIDGES AND ROADS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (2): 119–133.
Published: 01 May 1997
...J A LAMAN; A S NOWAK © Thomas Telford and ICE 1997 PENNSYLVANIA STATE UNIVERSITY MICHIGAN UNIVERSITY BRIDGES ROADS TRUCKS LOADS SITE SPECIFIC VEHICLES LIVE MEASUREMENT WEIGHTING SYSTEMS WEIGHT DATA HIGHWAYS AXLES DISTRIBUTION MODELS HGV HEAVY GOODS LORRIES WIM...
Journal Articles
SETTLEMENT OF RAILWAY TRACK NEAR BRIDGE ABUTMENTS. (THIRD PAPER IN YOUNG RAILWAY ENGINEER OF THE YEAR (1996) AWARD)
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (1): 68–73.
Published: 01 February 1997
...H E M HUNT; WINKLER RAILWAYS TRACK SETTLEMENT BRIDGES ABUTMENTS TRAINS AXLES LOADS GEOMETRY FOUNDATIONS STIFFNESS MODELLING VEHICLES MODELS METHODS PROCEDURE CALCULATIONS DESIGN SLEEPERS PERMANENT WAY Settlement of railway track near bridge abutments H. E. M. Hunt Proc...
Journal Articles
DEFLECTION PROFILE OF A NEW LIGHT RAIL TRACK SYSTEM.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (4): 272–277.
Published: 01 November 1996
... impulse tests simulat- ity EI, where E = Young s modulus and ing 15 million axles or about30 years of I = second moment of area. A perfect bonding traffic with axle loads uopf to 25 t. The is assumed at the interfacebetween the rail and samples weretested at temperatures ranging from-5°C to 60°C. the rail...
Journal Articles
STATIC AND DYNAMIC LOAD TESTING OF A NEW LOW HEIGHT RAIL SYSTEM.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (1): 2–5.
Published: 01 February 1996
... the stressed welds and salt ingress, fatigue failure forces induced by loading are a functionof the can occur. Further work on track buckling, rail magnitude of the wheel loads of light rail vehi- fractures, fatigue failure, trough erosionse, tc., cles (LRV), number of axles andLRV speed. are currently under...
Journal Articles
The structural wear of road pavements: an assessment of the fourth power law on the A1(M) motorway in County Durham
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (4): 273–281.
Published: 01 November 1994
... for the road was available from Durham County Council (DCC) and, together with typical axle loads from the Traffic Loading Unit, University of Newcastle upon Tyne, the study estimated actual exponent values for sections of public road assuming that a power law relationship existed between structural wear...
Journal Articles
THE PERFORMANCE OF A FULL-SCALE ROAD PAVEMENT EXPERIMENT IN JAMAICA. (WINNER OF 1995 OVERSEAS PREMIUM).
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (3): 209–218.
Published: 01 August 1994
...J ROLT; TRL © Thomas Telford and ICE 1994 TRANSPORT RESEARCH LABORATORY TRL ROADS PAVEMENTS DESIGN EXPERIMENTS PERFORMANCE FULL SCALE MARL LIMESTONE RIVERS SHINGLE FAILURES DEFORMATION MODELS DAMAGE AXLES LOADS STRENGTH COEFFICIENTS ROADBASE MATERIALS TRAFFIC...
Journal Articles
A DEFLECTION BASED APPROACH TO FLEXIBLE PAVEMENT DESIGN AND REHABILITATION IN MALAYSIA.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (3): 219–225.
Published: 01 August 1994
... LOADS APPLIED THICKNESS AXLES DESIGN LIFE DEFLECTOMETERS COMPUTERS ANALYSIS SITES TESTS MALAYSIA ASIA A deflection based approach to flexibleProc. Instn Ciu. Engrs Transp., pavement design and rehabilitatioin 1994, 105, Aug., 219-225 Malaysia M. S.Snaith. MA. BAI. MSc. PhDS. cD. CEng...
Journal Articles
THE EFFECT OF DYNAMIC LOADING ON ROAD PAVEMENT WEAR: A STUDY OF THE RELATIONSHIP BETWEEN ROAD PROFILES AND PAVEMENT WEAR ON AN INSTRUMENTED TEST ROAD.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (2): 119–130.
Published: 01 May 1994
... HGV WHEELS AXLES RATIOS SPEED COEFFICIENTS ROUGHNESS DESIGN COSTS STRAIN LONGITUDINAL GAUGES DATA COLLECTION CALIBRATION TRANSPORT RESEARCH WELBECK UK The effect of dynamic loadingon road Ehnogcr.sITn,sohnCspiu pavement wear:a study of the 1994, 105, May, 119-130...
Journal Articles
International collaboration in accelerated pavement testing
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1992) 95 (4): 203–214.
Published: 01 November 1992
... to determine the effective longitudi- cal procedures and interpretation of results nal strain atthe underside of the bituminous to carry out testson different pavement layer generated by awheel load passing over structures under repeated axle loadsof the pavement.2 11.5 t and10 t and examine the relation...
