Corps-Wide Conference on Computer-Aided Design in Structural Engineering. Volume VIII. Pile Foundations and Sheet Pile Cells,
Abstract
PILE FOUNDATIONS - The state of the art concerning the design of pile foundations is presented. Topics presented include design philosphy, design methods, and the computer programs which are currently available for rigid structures. Selection of the preferred design method is made giving consideration to the types of structures for which they should be used. Recommendations are also made concerning the adoption of a standard computer program for Corps-wide use. CELLULAR SHEET PILE STRUCTURES - The first cellular cofferdam, constructed of sheet steel piling, was built in 1909. The cellular sheet pile construction technique is still most commonly used for cofferdams. Other applications are fixed crest dams and weirs, navigation lock walls, mooring cells, retaining walls, and substructures for concrete gravity superstructures. The most common configurations for cellular sheet pile structures are circular cell, diaphragm, and cloverleaf. The circular cell type is preferred for construction in river currents. Diaphragm-type cells are economical for moderate height structures in still water. Where there is no room for stability berms and large cells are needed for stability, the cloverleaf configuration is practical.
Document Details
- Document Type
- Technical Report
- Publication Date
- Aug 01, 1976
- Accession Number
- ADA031250
Entities
People
- Billy H. James
- Herman Gray
- Thomas J. Mudd
- Thurman Gaddie