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Kinematic slices approach for uplift analysis of strip foundations
Author(s) -
Kumar Jyant
Publication year - 1999
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/(sici)1096-9853(199909)23:11<1159::aid-nag18>3.0.co;2-i
Subject(s) - limit analysis , kinematics , cohesion (chemistry) , geotechnical engineering , geology , shear (geology) , logarithm , friction angle , logarithmic spiral , geometry , upper and lower bounds , mathematics , mechanics , mathematical analysis , physics , classical mechanics , petrology , quantum mechanics
A kinematic method of slices has been used in this article to deal with the stability problems of strip foundations subjected to uplift loads. The method is based on the upper bound theorem of limit analysis and satisfies the kinematic admissiblility of the chosen collapse mechanism. Assuming the global rupture surface as an arc of logarithmic spiral, uplift factors F c , F q and F γ separately for the effects of cohesion, surcharge and density have been determined. The effect of the yielding of soil mass with partial soil shear strength parameters along the slice interfaces on the results has been examined. The ultimate uplift capacity increases with increase in soil shear strength along the interfaces of slices. The results compare reasonably well with the various existing theories and reported experimental tests data. Copyright © 1999 John Wiley & Sons, Ltd.