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International Concrete Abstracts Portal

Showing 1-5 of 16 Abstracts search results

Document: 

SP51-15

Date: 

January 1, 1975

Author(s):

Robert O. Russell

Publication:

Symposium Papers

Volume:

51

Abstract:

A fast setting concrete product has been developed at Republic Steel's Research Center, Cleveland. This development was derived as an offshoot of refractory bonding programs oriented toward chemically bonded refractories. The bonding concept of this novel concrete is based on an acid-base reaction.

DOI:

10.14359/17819


Document: 

SP51-08

Date: 

January 1, 1975

Author(s):

Ronald L. Hutchinson

Publication:

Symposium Papers

Volume:

51

Abstract:

During the period 1969 through 1973, three full-scale tests tracks were subjected to accelerated traffic with load carts simulating the main landing gear configurations on wide-bodied jet aircraft. The performance studies included plain concrete, fibrous concrete, various construction joint systems, insulating materials, and several base or subbase types including a membrane encased soil layer.

DOI:

10.14359/17812


Document: 

SP51-11

Date: 

January 1, 1975

Author(s):

Bengt F. Friberg

Publication:

Symposium Papers

Volume:

51

Abstract:

The paper gives the major characteristics of the prestressed highway pavements which have been built in the United States during 1971-73, together with reasons for their design features. . This paper suggests suitable criteria for design and construction of future highway pavement (prestressed) projects. This criteria is also applicable for airports.

DOI:

10.14359/17815


Document: 

SP51-09

Date: 

January 1, 1975

Author(s):

Colin D. Johnston

Publication:

Symposium Papers

Volume:

51

Abstract:

The paper reports on the performance of a series of plain and steel fiber reinforced concrete slabs located on a city bus route.

DOI:

10.14359/17813


Document: 

SP51-07

Date: 

January 1, 1975

Author(s):

Asif Faiz and E.J. Yoder

Publication:

Symposium Papers

Volume:

51

Abstract:

This paper reports a portion of findings obtained from a continuing study of CRC pavements in Indiana.

DOI:

10.14359/17811


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