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
1-3 of 3
Keywords: PITCHING
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
SIR R R GALES, SIR L SAVILE, G J GRIFFITHS, SIR J WILLIAMSON, H CHATLEY, SIR G HEARN, T A CURRY, F C TEMPLE, W MACRAE
Journal of the Institution of Civil Engineers (1938) 10 (2): 201–224.
Published: 01 December 1938
... of permanency. At places in northern India where stone was not available kunkur was used, as it tended t o become cemented by mud and sediment, with the result that it would drop en YnaSse instead of piece by piece as desired. Another question of interest was the pitching around the piers. As Chairman...
Journal Articles
A H NAYLOR, H B GATES, A G GULLAN, J W MEARES, T W MORAN, J H WALKER, R WALKER, G B WILLIAMS, BRANSBY WILLIAMS, G
Journal of the Institution of Civil Engineers (1937) 6 (8): 381–401.
Published: 01 October 1937
... and the railway embnnkment. Had the granihe pitching a t the toe of t he dam been found sat isfactory ? The limits of thc pitching hadbeen governed by the original idea of fitting spillway-gates in the centre-section of the dam The rough-dressedpitching, 18inches deep, was laid in contoury courses with 2 : 1...
Journal Articles
Journal of the Institution of Civil Engineers (1937) 4 (3): 369–413.
Published: 01 January 1937
... . . . . . . . . . . . . . . . . 381 .Sinking-effortand resistances . Viaduct : pile-driving .. Steelwork-erection . . . Stone-pitching around piers .Conclusion . .Appendix .. . . . . .. . . . . . . . . . . . .. . . .. . . . .. . . . . . . . . . . . .. . . . . .. . .. . .. . . . .. . . 399 . 404 . 405 . 409 .. 409 411 INTRODUCTION...
