Skip to Main Content
Article navigation
Volume 4, Issue 3
1 May 1955
Proceedings of the Institution of Civil Engineers Cover Image for Volume 4, Issue 3
Discussion| May 01 1955

DISCUSSION. NEW NORTHAM BRIDGE, SOUTHAMPTON.

H C ADAMS;
H C ADAMS
Search for other works by this author on:
This Site
PubMed
Google Scholar
C W PIKE;
C W PIKE
Search for other works by this author on:
This Site
PubMed
Google Scholar
D H LEE;
D H LEE
Search for other works by this author on:
This Site
PubMed
Google Scholar
F I CHILDS;
F I CHILDS
Search for other works by this author on:
This Site
PubMed
Google Scholar
G O KEE;
G O KEE
Search for other works by this author on:
This Site
PubMed
Google Scholar
A GOLDSTEIN;
A GOLDSTEIN
Search for other works by this author on:
This Site
PubMed
Google Scholar
J R LOWE;
J R LOWE
Search for other works by this author on:
This Site
PubMed
Google Scholar
A D HOLLAND;
A D HOLLAND
Search for other works by this author on:
This Site
PubMed
Google Scholar
WOOLDRIDGE;
WOOLDRIDGE
Search for other works by this author on:
This Site
PubMed
Google Scholar
J CUEREL;
J CUEREL
Search for other works by this author on:
This Site
PubMed
Google Scholar
HAUCH
HAUCH
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1955
Proceedings of the Institution of Civil Engineers (1955) 4 (3): 290–298.
https://doi.org/10.1680/iicep.1955.11382

Article PDF first page preview

First page of DISCUSSION. NEW NORTHAM BRIDGE, SOUTHAMPTON.
Keywords: BRIDGES, SUPERSTRUCTURES, COSTS, CHEMICAL, CONSOLIDATION, BEAMS, PRESTRESSED, UNDERWATER, CONCRETING, SHRINKAGE, CEMENT, WATER, RATIOS, NORTHAM BRIDGE, SOUTHAMPTON, UK
This content is only available via PDF.
© Thomas Telford and ICE
1955
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

DESIGN CHARTS FOR PRESTRESSED CONCRETE BEAMS FORMING A DECK.
Proceedings of the Institution of Civil Engineers (May,1958)
CORRIGENDUM. PRESTRESSED CONCRETE ROAD BRIDGES IN GREAT BRITAIN: A HISTORICAL SURVEY.
Proceedings of the Institution of Civil Engineers (August,1989)
THE USE OF PRE-CAST PRE-STRESSED CONCRETE BEAMS IN BRIDGE DECK CONSTRUCTION.
Journal of the Institution of Civil Engineers (November,1943)
CORRESPONDENCE. CONCRETE AND THE RESIDENT ENGINEER.
Journal of the Institution of Civil Engineers (October,1942)
DISCUSSION. CIVIL ENGINEERING CONSTRUCTION UNDERWATER.
Proceedings of the Institution of Civil Engineers (November,1954)

Related Chapters

INFLUENCE OF DIFFERENT KINDS OF CEMENT ON EARLY SHRINKAGE OF CONCRETE
Cement Combinations for Durable Concrete: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Creep and shrinkage of high-strength self-compacting concrete: experimental and analytical analysis
ICE Themes Self-Compacting Concrete
Microstructure, thermal analysis and chloride penetration of self-compacting concrete under different conditions
ICE Themes Self-Compacting Concrete

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal