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- W2098095427 abstract "Subsurface investigation of proposed building lots at Pleasant Hills subdivision has been undertaken. Slickensided clays in several test pits indicate past mass movements. A sample taken from a pit was tested to provide parameters for stability analysis. The analysis indicates that the long term stability of the clay is suspect. The test pits revealed that the near-surface materials consist of slope debris derived from the weathering and erosion of Tertiary age basalt mixed with Tertiary age clayey sediments. The majority of the pits showed no evidence of disturbance nor the presence of weak materials, and do not give concern with respect to slope instability. The exceptions are test pits 1-4 which revealed fissured clays, often showing slickensides in many directions. LABORATORY TESTING A typical sample of the slickensided clay from 1.5-1.9 m depth in test pit 2 was submitted for laboratory tests. The results are detailed below: Atterberg limits: Liquid Limit (%) 112 Plastic Limit (%) 24 Linear shrinkage (%) 26 Angle of internal friction (degrees) 18 Residual cohesive strength (kPa) 1.4 The angle of friction and the residual cohesive strength were determined by cyclical shearing in a shear box. As the sample was already disturbed, it is appropriate tc use these values in stability analysis." @default.
- W2098095427 created "2016-06-24" @default.
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- W2098095427 date "1987-01-01" @default.
- W2098095427 modified "2023-09-27" @default.
- W2098095427 title "1987/20. Subsurface examination of proposed lots, Pleasant Hills Subdivision, Rosevears." @default.
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- W2098095427 hasPublicationYear "1987" @default.
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