THE BEHAVIOR OF STATISTICALLY HETEROGENEOUS EXCAVATED EARTH SLOPES
The computer program which was originally developed for evaluating the behavior of earth slopes has been modified, extended, and further tested and documented. The program can now handle soil excavation problems, embankment problems, and in-plane elasticity problems. The constituent materials in each of these problem types may be layered in horizontal layers and taken as deterministic or statistically heterogeneous. The program uses an incremental procedure in the simulation of earthwork excavation or filling and thereby solves nonlinear problems in a piecewise linear manner.
- See also PB-224 916. Prepared in cooperation with Alabama State Highway Dept., Montgomery. Bureau of Research and Development.
Auburn UniversityDepartment of Civil Engineering, Harbert Engineering Center
Auburn, AL USA 36849
Washington, DC USA 20590
Montgomery, AL USA 36130
- Ramey, G E
- Publication Date: 1974-6
- Pagination: 181 p.
- TRT Terms: Computer programs; Earthwork; Elasticity (Mechanics); Embankments; Excavations; Fills; Heterogeneity; Highways; Properties of materials; Revetments; Samples; Simulation; Slope stability; Slopes; Soil mechanics; Soils
- Identifier Terms: FORTRAN (Computer program language)
- Uncontrolled Terms: Soil properties
- Geographic Terms: Alabama
- Old TRIS Terms: Layered system mechanics
- Subject Areas: Geotechnology; Highways; Marine Transportation; Materials;
- Accession Number: 00091545
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: HPR-67-B Final Rpt.
- Contract Numbers: 930-064
- Files: NTIS, TRIS, USDOT, STATEDOT
- Created Date: Aug 13 1975 12:00AM