DRILLED SHAFT MANUAL. VOLUME II. STRUCTURAL ANALYSIS AND DESIGN FOR LATERAL LOADING
Drilled shafts have been used on a limited scale for many years as an alternative to driven piles in a variety of foundation problems. However, uncertainty about the behavior of the drilled shaft has forestalled widespread adoption. The subject package is intended for use by bridge engineers, geotechnical engineers, and builders of pile foundations. Volume II presents alternate methods for computing the response of the shaft to lateral loading and presents the structural design of the shaft for axial and/or lateral loading.
- See also Volume 1, PB80-133085. Errata sheet inserted.
University of Texas, AustinCockrell Hall
Austin, TX USA 78712
Washington, DC USA 20590
- Reese, L C
- Allen, J D
- Publication Date: 1977-7
- Pagination: 242 p.
- TRT Terms: Bridge foundations; Bridge piers; Bridges; Computer programs; Mathematical models; Soil mechanics; Structural design
- Identifier Terms: FORTRAN (Computer program language)
- Uncontrolled Terms: Lateral pressure
- Subject Areas: Bridges and other structures; Geotechnology;
- Accession Number: 00305868
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: FHWA/RD/IMP-77-21-VOL-2
- Contract Numbers: DOT-FH-11-9105
- Files: NTIS, USDOT
- Created Date: Mar 31 2002 12:00AM