| Main Title |
Computerized Slope Stability, the Sliding Block Problem, Steady and Transient State Flow Conditions. |
| Author |
Mende, Carlos ;
Ro, M. B. ;
Lovell, J, C. W. ;
|
| CORP Author |
Purdue Univ., Lafayette, Ind. School of Civil Engineering. |
| Year Published |
1972 |
| Report Number |
TR-21; DI-14-01-0001-1633 ;DI-14-01-0001-3014; OWRR-A-009-IND; 05980,; A-009-IND(6) |
| Stock Number |
PB-207 666 |
| Additional Subjects |
( Banks(Waterways) ;
Slopes) ;
( Soil mechanics ;
Slopes) ;
Soil profiles ;
Sliding ;
Seepage ;
Computer programs ;
Reservoirs ;
Earth pressure ;
Failure ;
Safety ;
FORTRAN ;
Slope stability ;
FORTRAN 4 programming language
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| NTIS |
PB-207 666 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
| Collation |
139p |
| Abstract |
The basic information about slope stability analysis is contained in Purdue University Water Resources Research Center Technical Report No. 17 by Carter, Lovell and Harr entitled 'Computer Oriented Stability Analysis of Reservoir Slopes'. (See W71-07058) This report extends the work in some important details. The first section deals with the most common example of an irregular sliding surface, viz., the sliding wedge. Computer programs accommodate a three-slope ground surface, a two soil profile, and a three slope sliding surface. The second section emphasizes the effect of changes in water level and pressure within and adjacent to the soil slope on the stability of the slope. (Author) |
