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International Concrete Abstracts Portal

Showing 1-5 of 11 Abstracts search results

Document: 

SP8-10

Date: 

January 1, 1964

Author(s):

A. Morgan Noble

Publication:

Symposium Papers

Volume:

8

Abstract:

Describes several types of concrete pontoons in use at marinas with a discussion of construction and handling procedures important to successful service in a marine environment.

DOI:

10.14359/16654


Document: 

SP8-08

Date: 

January 1, 1964

Author(s):

Wheeler H. Rucker, Jr.

Publication:

Symposium Papers

Volume:

8

Abstract:

Reports the design of the apron for Port of Seattle's Pier 28. Included are the development of design criteria, economic considerations, and details of the prestressed co,ncrete pile substructure and precast, prestressed concrete apron superstructure.

DOI:

10.14359/16652


Document: 

SP8-04

Date: 

January 1, 1964

Author(s):

J. W. Trahern

Publication:

Symposium Papers

Volume:

8

Abstract:

Discusses the design, consiruction, and maintenance of prestressed concrete tanks by East Bay Municipal Utility District, Calif., and describes improvements in design and construction procedures.

DOI:

10.14359/16648


Document: 

SP8

Date: 

January 1, 1964

Author(s):

Ivan L. Tyler, Ben C. Gerwick Jr., George B. Wallace, J.W. Trahern, Morris Schupack, Winfred T. Robertson, Thane E. Brown, Wheeler H. Rucker Jr., C.C. Nichols, and H. Morgan Noble

Publication:

Symposium Papers

Volume:

8

Abstract:

SP8 A collection of 10 papers on various aspects of the construction of concrete waterfront structures, concrete waterholding structures, and concrete construction in aqueous environments, Covers tremie concrete, prestressed tanks, concrete piles, joints and cracks, concrete pontoons, effect of sea water, and pier design.

DOI:

10.14359/14060


Document: 

SP8-09

Date: 

January 1, 1964

Author(s):

C. C. Nichols

Publication:

Symposium Papers

Volume:

8

Abstract:

Presents a discussion of the marine environment, construction, and performance of the Hood Canal Bridge. This large floating bridge was damaged by winter storms and was modified by the addition of post-tensioned cables and epoxy grout.

DOI:

10.14359/16653


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