Skip to Main Content
Skip Nav Destination
Article navigation
Volume 80, Issue 3
June 1986
Proceedings of the Institution of Civil Engineers Cover Image for Volume 80, Issue 3
Research Article| June 01 1986

8867-70 DISCUSSION. JAMUNA RIVER 230kV CROSSING, BANGLADESH. Available to Purchase

LW HINCH;
LW HINCH
Search for other works by this author on:
This Site
PubMed
Google Scholar
DM MCDOWELL;
DM MCDOWELL
Search for other works by this author on:
This Site
PubMed
Google Scholar
PW ROWE;
PW ROWE
Search for other works by this author on:
This Site
PubMed
Google Scholar
DA HUGHES;
DA HUGHES
Search for other works by this author on:
This Site
PubMed
Google Scholar
AB WOOD;
AB WOOD
Search for other works by this author on:
This Site
PubMed
Google Scholar
JA CHANDLER;
JA CHANDLER
Search for other works by this author on:
This Site
PubMed
Google Scholar
J PERAINO;
J PERAINO
Search for other works by this author on:
This Site
PubMed
Google Scholar
RI FAIR;
RI FAIR
Search for other works by this author on:
This Site
PubMed
Google Scholar
FIDIC
FIDIC
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1986
Proceedings of the Institution of Civil Engineers (1986) 80 (3): 731–753.
https://doi.org/10.1680/iicep.1986.681

Article PDF first page preview

First page of 8867-70 DISCUSSION. JAMUNA RIVER 230kV CROSSING, BANGLADESH.
Keywords:
FIDIC, RIVERS, CROSSINGS, DESIGN, FOUNDATIONS, LINES, CONSTRUCTION, TRANSMISSION, CAISSONS, TOWERS, CONDUCTORS, BARRAGES, STRUCTURES, BRIDGES, SCOUR, CONTRACTS, CONDITIONS, CLAUSES, SITES, EARTHQUAKES, WIND, LOADS, LIQUEFACTION, BEHAVIOUR, STABILITY, STUDIES, FEASIBILITY, LOCAL, DEPTH, JAMUNA, BANGLADESH, ASIA
This content is only available via PDF.
© Thomas Telford and ICE
1986
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.
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

Differing site conditions risks: a FIDIC/engineering and construction contract comparison
Engineering, Construction and Architectural Management (February,1999)
FIDIC CONDITIONS OF CONTRACT FOR WORK OF CIVIL ENGINEERING CONSTRUCTION, FOURTH EDITION. SEMINAR.
Proceedings of the Institution of Civil Engineers (August,1988)
SINGAPORE MASS RAPID TRANSIT SYSTEM: PLANNING AND IMPLEMENTATION.
Proceedings of the Institution of Civil Engineers (August,1989)
DISCUSSION. DESIGN AND CONSTRUCTION OF KWAI CHUNG CONTAINER TERMINAL, HONG KONG, BERTHS 1, 2, AND 3.
Proceedings of the Institution of Civil Engineers (May,1978)
GREATER CAIRO WASTEWATER PROJECT: REHABILITATION WORKS.
Proceedings of the Institution of Civil Engineers (August,1985)

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