International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Showing 1-5 of 15 Abstracts search results

Document: 

SP6-07

Date: 

January 1, 1963

Author(s):

Masatane Kokubu

Publication:

Symposium Papers

Volume:

6

Abstract:

Recent noteworthy practices in dam construction in Japan are described, especially the use of fly ash in slurry form which improves uniformity and air central. The manufacture of crushed sand produced with a rod mill is also described.

DOI:

10.14359/17322


Document: 

SP6-08

Date: 

January 1, 1963

Author(s):

A.R. Mead

Publication:

Symposium Papers

Volume:

6

Abstract:

Variables influencing concrete temperatures, specific cases of cracking, properties of materials, structural movements, and effects of operation of Pine Flat and Folsom dams are reported. Instrumentation details are included.

DOI:

10.14359/17323


Document: 

SP6-09

Date: 

January 1, 1963

Author(s):

Lewis H. Tuthill, Robert F. Adams, and Donald R. Mitchell

Publication:

Symposium Papers

Volume:

6

Abstract:

Reports the effect of various materials and various mix proportions on compressive strength at different ages, shrinkage, modulus of elasticity, and tensile splitting strength. Effect of curing conditions and the size of test cylinder are evaluated.

DOI:

10.14359/17324


Document: 

SP6-10

Date: 

January 1, 1963

Author(s):

Alexander Klein, David Pirtz, and Robert F. Adams

Publication:

Symposium Papers

Volume:

6

Abstract:

Reports tests made on materials and mixes to determine thermal properties and adiabatic temperature rise of mass concrete. The tests were made at different agaes in a program that was a paprt of the design studies for Oroville Dam.

DOI:

10.14359/17325


Document: 

SP6-11

Date: 

January 1, 1963

Author(s):

Elmo C. Higginson, George B. Wallace, and Elwood L. Ore

Publication:

Symposium Papers

Volume:

6

Abstract:

Results of an extensive series of tests to determine the influence of the maximum aggregate size on compressive strength are reported. A wide range of cement content and aggregate sizes were used in the large test specimens, used to minimize the effect of speciment size.

DOI:

10.14359/17326


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