Construction Cost Control
The second edition of Construction Cost Control, the first revision in thirty-three years, has been updated to provide engineers and contractors...

Composite and Mixed Construction
Steel and reinforced concrete are frequently combined in composite or mixed structural systems. This combination generally results isn greater economy and safety than could be achieved...

Specifications for the Design and Construction of Composite Slabs and Commentary on Specifications for the Design and Construction of Composite Slabs
Composite slab construction is defined as a system comprising normal weight or lightweight structural concrete placed permanently over cold-formed steel decking in which the steel deck...

Making Computerized Project Control Systems Work?Background
Control systems can be considered as consisting of five major elements. These are: establish the objective or standard to be achieved-quality, maximum duration, resource utilization, maximum...

Construction Contractor Cost Control
Cost control for a contractor engaged in a fixed-price construction contract encompasses all actions directed toward the controlling or influencing the cost outcome of the project. When...

Project Management Software: What Is in the Future?
This paper predicts the future of project management software and provides a discussion of the assumptions made to develop these predictions. It provides a flexible framework for future...

Computers on the Project Team
This paper presents the utilization of various computer technologies as an integral part of the project team at a large multi-discipline Architectural/Engineering firm. Technologies discussed...

Painless Method of Using Computers in A/E Firms
There is now an efficient and economical method of using computer technology in a small A/E firm. The recent advances in microcomputer technology have made it possible to take advantage...

Administrative Aspects of Project Software
This paper reviews the various aspects of administering the development, control, and use of computer software employed to support the design office in the administrative and technical...

Performance of Cogoti Dam Under Seismic Loading
At the time of its completion in 1938, the 280 ft (85 m) high Cogoti concrete face rockfill dam was exceeded in height by only one other dam of its type in the world, Salt Springs Dam....

New Exchequer Dam, California
New Exchequer Dam design, in 1963, was in the transition period in which dumped rockfill was being recognized as having undesirable settlement characteristics, and compaction of rockfill...

Design, Construction & Performance of Fades Dam
The project, construction and performance of les Fades dam are described. Les Fades dam is one of the first concrete faced rockfill dams compacted with a vibratory roller. A vibratory...

Weak Rock in Two Rockfill Dams
Two South Australian concrete face compacted rockfill dams, built from soft rock won from each dam site, have performed successfully in service with only small leakage and settlements...

Alto Anchicaya Dam?Ten Years Performance
The general aspects of design and construction of the Alto Anchicaya Dam duilt during 1970 - 1974 in Colombia, South America are described. The paper refers to the performance of the structure...

Membrane Sealing of Rouchain Dam
A synthetic sealing membrane was used to prevent excessive leakage through the facing of an embankment dam. The works, which were completed rapidly and at low cost, enabled the reservoir...

Golillas Dam?Design, Construction and Performance
Golillas Dam is a concrete face, gravel fill dam, 125 m (410 ft) high built seven years ago that has had some difficulties during its initial operating years; due to the shape of the canyon,...

The Outardes 2 Concrete-Faced Rockfill Dam
The main dam of the Outardes 2 development consists of a rockfill embankment, built against an old water-retaining structure, and faced with an upstream concrete membrane. The interface...

Concrete Face Rockfill Dams of the Winneke Project
Two of the three dams forming the Winneke Reservoir, near Melbourne, Australia, are concrete face rockfill dams. A minor dam forming the sludge storage pond for the project's...

The R. D. Bailey Dam, a Concrete-Faced, Earth-Rockfill
A case history for the R. D. Bailey Dam, describing its comparatively unique design and construction considerations, and its operational performance since initial reservoir filling in...

Foz do Areia Dam?Design, Construction, and Behaviour
The 525 ft (160 m) high Foz do Areia dam in the Iguacu River, Parana, Brazil, built by 'Companhia Paranaense de Energia - COPEL', between 1975-1980, is part of...

 

 

 

 

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