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
1-6 of 6
Keywords: HEAVE
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
JC KALRA, KR WILLOWS, JB BURLAND, JC KALRA, G PRICE, IF WARDLE, GMJ WILLIAMS, RF HUGHES, AW BEEBY, AJ HALFIN, M WILDING, B SIMPSON, WGW FLEMING, RJ JARDINE, D ST JOHN, LA WOOD, A OWSIANKA
Proceedings of the Institution of Civil Engineers (1988) 84 (1): 95–124.
Published: 01 February 1988
... this site and have there been any further results? D r W. G.W. Fleming, Cementation Piling and Foundation When a big excavation is carried out, heave occurs in the bottom, and the heave on this appears tobe about 20 mm. Another project, in the City of London, had a similar depth basement and the heave...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 74 (3): 387–434.
Published: 01 August 1983
... RAFTS DEEP CIRCULAR PILED PARAMETERS PILES SETTLEMENT HEAVE DEFLECTION TILTIN NATWEST LONDON CITY OF LONDON UK Proc. Instn Ciu.Engrs, Part 1, 1983,74,Aug., 387434 PAPER 8673 National Westminster Tower :design W. W. FRISCHMANN, PhD,DIC, FIStructE, MASCE, MConsE* c.D. LIPPARD...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 62 (4): 717–720.
Published: 01 November 1977
...FE YOUNG; S THORBURN; BP HARRINGTON Proc. Instn Ciu. Engrs, Part 1, 1977, 62, Nov., 117-720 P I L I N GG R O U P INFORMAL DISCUSSION Heave and downdrag introduced by F. E. Young, BSc. FICE, and S. Thorburn, FICE reported by B. P. Harrington Opening the discussion,Mr Young spoke...
Journal Articles
Proceedings of the Institution of Civil Engineers (1972) 52 (1): 57–73.
Published: 01 May 1972
...AA SEYMOUR JONES © Thomas Telford and ICE 1972 HOWARD NEEDLES TAMMEN & BERGENDOFF SETTLEMENT RAILROADS LARGE LOADS HEAVE UNLOADING MAGNITUDE TILTING LABORATORIES STUDIES BRIDGES LIFT CONDITIONS CONSOLIDATION GEOLOGY RATE PERFORMANCE TESTS CANALS RAILWAYS...
Journal Articles
E O MEASOR, G M J WILLIAMS, L R CREASY, T CAIRNS, W H WARD, B A WALKER, A C E SANDBERG, K W INNES, P Y W CHOW, MONTGOMERY SMITH, K, P Y S PUN
Proceedings of the Institution of Civil Engineers (1963) 24 (3): 409–424.
Published: 01 March 1963
... FOUNDATIONS LININGS HEAVE CYLINDERS PILES TESTS LOADS SETTLEMENT WELDING EQUIPMENT MAIHAK CLAYS LONDON CLAY BORED PROBLEMS TALL BUILDINGS BOX STRUCTURES YOUNGS MODULUS RAFTS LONDON SHELL CENTRE BAKERLOO LINE Discussion on Paper No. 6596* Features in the design and construction...
Journal Articles
Proceedings of the Institution of Civil Engineers (1954) 3 (2): 166–182.
Published: 01 March 1954
...W J SIVEWRIGHT; S P WHITTINGTON © Thomas Telford and ICE 1954 PORT OF BRISTOL AUTHORITY RECONSTRUCTION COLD STORES DOCKS REMEDIAL WORKS DAMAGE CONDENSATION REINFORCED CONCRETE PILES TEMPERATURE SOILS FROST HEAVE DESIGN STORAGE REFRIGERATION GROUND FLOORS...
