Skip to Main Content
Article navigation
Volume 6, Issue 4
April 1957
Proceedings of the Institution of Civil Engineers Cover Image for Volume 6, Issue 4
Research Article| April 01 1957

THE CONSTRUCTION OF A SOIL-CEMENT RUNWAY AT CHRISTCHURCH. AIRPORT PAPER NO 32. SYMPOSIUM OF 3 PAPERS ON STABILIZED-SOIL RUNWAYS. Available to Purchase

A O BARRIE;
A O BARRIE
Search for other works by this author on:
This Site
PubMed
Google Scholar
J COTTINGTON;
J COTTINGTON
Search for other works by this author on:
This Site
PubMed
Google Scholar
MEXE
MEXE
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1957
Proceedings of the Institution of Civil Engineers (1957) 6 (4): 577–594.
https://doi.org/10.1680/iicep.1957.12286

Article PDF first page preview

First page of THE CONSTRUCTION OF A SOIL-CEMENT RUNWAY AT CHRISTCHURCH. AIRPORT PAPER NO 32. SYMPOSIUM OF 3 PAPERS ON STABILIZED-SOIL RUNWAYS.
Keywords:
MINISTRY OF SUPPLY, MILITARY ENGINEERING EXPERIMENTAL ESTABL, MEXE, CONSTRUCTION, SOIL CEMENT, RUNWAYS, STABILISED, SOILS, AIRFIELDS, CEMENT, MIX IN PLACE, MACHINERY, METHODS, PLANT, TESTS, PAVEMENTS, PERFORMANCE, MIX, HANDLING, SURFACING, TAR, SURFACES, STABILISATION, SITE INVESTIGATION, MEXE, PLANNING, CONSTRUCTION, LABORATORIES, CONTROL, CURING, DRESSING, PATCHING, TRIALS, AIRPORTS, CHRISTCHURCH, SOMERFORD, NEW ZEALAND
This content is only available via PDF.
© Thomas Telford and ICE
1957
You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Email address must be 94 characters or fewer.
Pay-Per-View Access
$39.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve
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

A METHOD OF INCREASING ARCH BRIDGE CAPACITY ECONOMICALLY.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (February,1996)
THE ESTIMATION OF THE STRENGTH OF MASONRY ARCHES.
Proceedings of the Institution of Civil Engineers (December,1980)
A REVIEW OF THE UK MASONRY ARCH ASSESSMENT METHODS.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (August,1997)
THE CIVIL ENGINEER AND BRITAIN'S ATOMIC FACTORIES.
Proceedings of the Institution of Civil Engineers (July,1955)

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