A Second Look at Taylor’s Stability ChartSource: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012Author:R. Baker
DOI: 10.1061/(ASCE)1090-0241(2003)129:12(1102)Publisher: American Society of Civil Engineers
Abstract: Taylor’s stability chart is the main tool used for engineering analysis of simple homogeneous slope stability problems. It is likely that this situation will continue in the future. One of the main deficiencies of Taylor’s original presentation is that it does not provide a convenient, general tool for establishing the critical slip circle associated with a given stability problem. Critical circles define the extent of the potentially unstable zone, and this information is quite useful in many practical situations. The present work completes Taylor’s classical investigation of stability of homogeneous slopes, and presents the tools necessary in order to establish not only stability numbers (safety factors), but also critical slip circles associated with those numbers. The information defining critical slip circles is presented in a simple chart form which is convenient for practical applications.
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| contributor author | R. Baker | |
| date accessioned | 2017-05-08T21:27:37Z | |
| date available | 2017-05-08T21:27:37Z | |
| date copyright | December 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0241%282003%29129%3A12%281102%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52281 | |
| description abstract | Taylor’s stability chart is the main tool used for engineering analysis of simple homogeneous slope stability problems. It is likely that this situation will continue in the future. One of the main deficiencies of Taylor’s original presentation is that it does not provide a convenient, general tool for establishing the critical slip circle associated with a given stability problem. Critical circles define the extent of the potentially unstable zone, and this information is quite useful in many practical situations. The present work completes Taylor’s classical investigation of stability of homogeneous slopes, and presents the tools necessary in order to establish not only stability numbers (safety factors), but also critical slip circles associated with those numbers. The information defining critical slip circles is presented in a simple chart form which is convenient for practical applications. | |
| publisher | American Society of Civil Engineers | |
| title | A Second Look at Taylor’s Stability Chart | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2003)129:12(1102) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012 | |
| contenttype | Fulltext |