Quarterly Journal of Engineering Geology · 1972 · 48 citations · 17 references
EngineeringEarth SciencesGeologyGeomorphologySlope StabilitySoil MechanicsClay MineralsShear StrengthShear Strength Of RocksShear Strength Of SoilsClay Shear StrengthMudflowsNorthern EnglandPeriglacial SoilsSlope MorphodynamicsSlope Stability Shear ResistanceSlopesStress Range Analysis
Summary Data are presented concerning mudflows of very silty material occurring on slopes in the range 8½° to 12°. In the stress range within which these flows (or more properly slides) occurred the angle of shearing resistance was at least 36°, so that for movement to have been initiated on slopes less steep than about 16°–18° slope stability analyses require that substantial artesian pore pressures should exist. Both electrical and standpipe piezometer observations confirmed the existence of artesian pressures in this slope, though the pressures at the time of observation were not quite high enough to cause further mudflow movement. This observation is consistent with stability analyses carried out using the measured soil strengths. The significance of these observations is discussed in the context of the shear surfaces that have recently been reported from low angle clay slopes in midland and southern England.
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Long-Term Stability of Clay Slopes
A. W. Skempton · Géotechnique · 1964 · 965 citations · Full text
STABILITY OF NATURAL SLOPES AND EMBANKMENT FOUNDATIONS
A. W. Skempton, John R. Hutchinson · Microbial Ecology · 1969 · 236 citations
Solifluction, a Component of Subaërial Denudation
Jenny Andersson · The Journal of Geology · 1906 · 156 citations · Full text