1974
DOI: 10.5962/bhl.title.68706
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Failure conditions in infinite slopes and the resulting soil pressures /

Abstract: The Rankine assumptions were used as a basis for developing equations for calculating active and passive earth pressures within a slope extending to infinity. The analysis considers: cohesive and noncohesive soils, the angle of internal friction of the soil, seepage forces caused by a ground water table that is parallel to the ground surface, and the plane on which the stresses are to be found may be at any inclination.

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“…These observations are based, of course, on the assumption that the infinite slope model adequately represents stability conditions in granitic slopes of the Idaho batholith. Limitations of the infinite slope theory in this regard are discussed by Hartsog and Martin (1974), but do not appear to apply in this case.…”
Section: Sensitivity Analysesmentioning
confidence: 92%
“…These observations are based, of course, on the assumption that the infinite slope model adequately represents stability conditions in granitic slopes of the Idaho batholith. Limitations of the infinite slope theory in this regard are discussed by Hartsog and Martin (1974), but do not appear to apply in this case.…”
Section: Sensitivity Analysesmentioning
confidence: 92%