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
1-2 of 2
Keywords: GAULT CLAY
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 (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
Proceedings of the Institution of Civil Engineers - Transport (1994) 105 (4): 283–295.
Published: 01 November 1994
...-6). The data for each geological unit are summarized in Table 1. The geological units are reviewedbelow in descending stratigraphical order. Gault Clay 15. Gault Clay was encountered in bore- holes, but yielded relatively few samples for testing. When exposedin cut, it occurred only in large shear...
