| Abstract: | Faulure of rock slopes is a major cause of damage and casualties during moderate and strong earthquakes. This article presents a method for assessing the seismic stability of rock slopes, which can be applied on a regional scale, using data from existing maps, reports, aerial photographs, and reconnaissance-level field observations. The method is based on observed associations between landslide concentrations and slope characteristics in 24 earthquakes that occurred in various parts of the world. -from Author |
| Genre: | Article |
| ProdID: | 70017973 |
| Citation Author: | Keefer, D. K. |
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| Citation End Page: | 361 |
| Citation Issue: | 3 |
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| Citation Language: | English |
| Citation Larger Work Title: | Bulletin - Association of Engineering Geologists |
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| Citation Number Of Pages: | 9 |
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| Citation Search Results Text: | The susceptibility of rock slopes to earthquake-induced failure; 1993; Article; Journal; Bulletin - Association of Engineering Geologists; Keefer, D. K. |
| Citation Start Page: | 353 |
| Citation Volume: | 30 |
| Citation Year: | 1993 |
| Type: | citation/reference |
| Text: | The susceptibility of rock slopes to earthquake-induced failure; 1993; Article; Journal; Bulletin - Association of Engineering Geologists; Keefer, D. K. |
| URL (THUMBNAIL): | http://pubs.er.usgs.gov/thumbnails/outside_thumb.jpg |
| Date Other: | Fri, 1 Jan 1993 00:00 -0600 |
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