Report of Investigations 9352: Rotational Failure Mechanisms Using Multiple Friction Circles for Stability Analysis
Public Domain
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1991/01/01
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File Language:
English
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Journal Article:Minneapolis, MN: U.S. Department of the Interior, Bureau of Mines, RI 9352
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Description:The taylor's friction circle method for slope stability analysis can be extended to incorporate multiple circles defining the slip surface in a failure mechanism so that it is a workable method for bearing capacity calculations of foundations and rotational failures of retaining walls and similar structures. The U.S. Bureau of Mines has further extended the multiple-circle method to include friction in the material strength and to utilize computational schemes such that this method can be programmed with optimization capabilities rather than being used as a graphical or semigraphical method. Some examples are given that demonstrate ultimate bearing capacity calculations of embedded foundations with eccentric loads and nearby slopes. [Description provided by NIOSH]
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Source:Minneapolis, MN: U.S. Department of the Interior, Bureau of Mines, RI 9352, 1991 Jan; :1-50
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Pages in Document:56 pdf pages
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NIOSHTIC Number:nn:10009098
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NTIS Accession Number:PB91-224964
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Federal Fiscal Year:1991
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Peer Reviewed:False
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Main Document Checksum:urn:sha-512:292b280a2cdcf739f722e30f1d355dd73cd48cc270bd451a604919c6c56d06eb0314249fba44f9600331c4c34469a4cd7c72c8eecaa026cb8ffda014823632ab
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File Language:
English
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