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Home > Publications > 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 46 Abstracts search results
Document:
SP23-43
Date:
January 1, 1969
Author(s):
Shakuntala Bhagat
Publication:
Symposium Papers
Volume:
23
Abstract:
This paper presents results of tests conducted on models of well foundation in sand subjected to constant vertical and increasing lateral loads.
DOI:
10.14359/17266
SP23-44
Toshiro Fukuyama
Since the superstructure and foundation of a bridge work together in resisting external forces, a more accurate understanding of the properties of the whole structure should be achieved by analyzing superstructure and foundation together rather than separately. A method is developed with assumes that the ground is elastic and treats the foundation as springs located in supporting points of the superstructure.
10.14359/17267
SP23-45
A.A. Witecki and V.K. Raina
A method is presented for analysis of the distribution of longitudinal horizontal forces acting on the bridge superstructure and the effect on the bridge supports with respect to a point of zero-movement.
10.14359/17268
SP23-37
Arne Lundgren and Frode Hansen
A curved three-span bridge across the Taf Fawr valley in Wales, 100 ft above river level, is 470 ft long, with a 216-ft center span.
10.14359/17260
SP23-38
H.S. Ragan
To reduce on-site construction time to a minimum, a concrete grade-separation structure was designed utilizing precast prestressed components for pier and deck construction. The structure is designed to carry HS20 loading across spans of 103 ft. with a superstructure depth of 3 ft 5 in. On-site construction time was less than three-months.
10.14359/17261
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