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contributor authorR. Baker
date accessioned2017-05-08T21:27:37Z
date available2017-05-08T21:27:37Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A12%281102%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52281
description abstractTaylor’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.
publisherAmerican Society of Civil Engineers
titleA Second Look at Taylor’s Stability Chart
typeJournal Paper
journal volume129
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:12(1102)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
contenttypeFulltext


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