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
1-7 of 7
Keywords: GRANULAR
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
UNBOUND ROADS TRAFFICKED BY HEAVILY LOADED TYRES WITH LOW INFLATION PRESSURE.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (3): 163–173.
Published: 01 August 1997
... tests were carried out in the Transport Research Laborator y s Pavement Test Facility at Crowthorne, Berkshire. Test roads consisted of a single layer of granular material placed on a Gault clay subgrade. The roads had base thicknesses of 200, 350 and 560 mm. Wheel loads of 44 and 80 kN were used...
Journal Articles
LIMITS OF USE OF THE MOISTURE CONDITION APPARATUS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1997) 123 (1): 17–29.
Published: 01 February 1997
... ASSESSMENT SOILS COHESIVE GRANULAR SPECIMENS FINES SAND GRAVEL SIEVES PLASTICITY EXPERIMENTS DIAGRAMS TERNARY SCOTLAND UK Limits of use of the moisture condition apparatus J. Oliphant, BSc, PhD, CEng, MICE, and M. G. Winter, BSc, PhD, FGS, MIHT Proc. Instn Civ. Engrs, Transp., 1997...
Journal Articles
PAVEMENT DETERIORATION OF AREAS ENDURING HIGH SHEAR STRESSES - SUGGESTED REVISIONS TO ROAD NOTE 31.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (3): 186–192.
Published: 01 August 1996
...V PUVANACHANDRAN; B W YOUNG; ROAD NOTE 31 © Thomas Telford and ICE 1996 PNG TECHNOLOGY UNIVERSITY PAPUA NEW GUINEA TECHNOLOGY UNIVERSITY PAVEMENTS DETERIORATION AREAS HIGH SHEAR STRESS ROAD NOTES ROADS COUNTRIES DEVELOPING TROPICAL TROPICS UNBOUND GRANULAR BASES THIN...
Journal Articles
REDUCED RUTTING IN UNBOUND GRANULAR PAVEMENT LAYERS THROUGH IMPROVED GRADING DESIGN.
Available to Purchase
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
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
...H. Wolff, PrEng, BEng, MEng, PhD, MSAICE; A. T. Visser, PrEng, BSc(Eng), MSc(Eng), PhD, BCom, FSAICE Full-scale heavy vehicle simulator (HVS) testing of pavements incorporating granular layers indicated that granular materials behave elasto-plastically when subjected to repeated traffic loading...
Journal Articles
Design approaches for geotextile separators beneath the granular sub-bases of unpaved roads
Available to Purchase
Proceedings of the Institution of Civil Engineers - Transport (1992) 95 (2): 119–121.
Published: 01 May 1992
...N. W. M. John, BSc, PhD, MICE, FGS, MIHT The purpose of a geotextile separator beneath a granular sub-baisse to prevent the road aggregate and the underlying subgrade soil from intermixing. In the absence of a geotextile, contamination of the sub-base aggregate by soft subgrade soil could reduce...
