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
Date
Availability
1-2 of 2
Keywords: VERTICAL
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
Proceedings of the Institution of Civil Engineers - Transport (1999) 135 (4): 201–208.
Published: 01 November 1999
...S F BROWN; C J BROWN © Thomas Telford and ICE 1999 NOTTINGHAM UNIVERSITY ATELIER ONE PAVEMENTS MANHOLES INSTALLATIONS STRUCTURAL CHARACTERISTICS DESIGN ROADS HIGHWAYS RESEARCH DEVELOPMENT ASPHALT SURFACES SURFACING STIFFNESS VERTICAL STRESS LOADS VEHICLES FAILURES...
Journal Articles
Proceedings of the Institution of Civil Engineers - Transport (1996) 117 (3): 186–192.
Published: 01 August 1996
... is vertical. was completed for thefive pairs of pavement The strain inducedis mostly elastic Table l . Variations in deteriorationof maintenance lengths Pair number Lengths between junctions No. of lengths Total length: m Total area: m2 Percent damaged Lengths at bus bays, stops, etc. Warning code...
