Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/20736| Title: | One-dimensional wave-propagation analysis, Patoka Dam |
| Authors: | United States. Army. Corps of Engineers. Louisville District Marcuson, William F. (William Frederick) |
| Keywords: | Earthquake engineering Soil liquefaction Soil mechanics Patoka Dam Indiana Seismic waves Wave propagation Foundations |
| Publisher: | Soils and Pavements Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Description: | Miscellaneous Paper Abstract: A preliminary exploration of the damsite at Patoka Dam, Indiana, revealed foundation materials with extremely low penetration resistance. Since the area in which the site is located has a history of moderate seismic activity, a laboratory study was conducted to evaluate the earthquake liquefaction potential. A simplified analysis of the laboratory test results showed that the foundation is expected to liquefy if subjected to an earthquake of magnitude 6.5 with a peak acceleration of 0.17 g or greater. The U.S. Army Engineer District, Louisville considered the results of the investigation to be incomplete and therefore requested a one-dimensional (1-D) wave-propagation analysis of the dam and foundation using the soil profile at the center line of the dam cross section. Results of a limited analysis using a Fourier solution to the 1-D wave-propagation problem closely agreed with results obtained using a lumped-mass solution, which show that foundation soils are expected to strain badly if subjected to the design earthquake with a peak acceleration of 0.4 g. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/20736 |
| Appears in Collections: | Miscellaneous Paper |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| MP-S-74-26.pdf | 4.61 MB | Adobe PDF |  View/Open |