CE EN 544 Prepared for: Dr. Jones

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Presentation transcript:

CE EN 544 Prepared for: Dr. Jones 1979 Abbotsford Landslide CE EN 544 Prepared for: Dr. Jones

Abbotsford Landslide Location

Landslide Overview Subtle movement initiated a few weeks before Roughly 5 million m3 (176.6 million ft3) 69 houses destroyed Roughly $7.5 million USD in damages No loss of life caused

Possible Cause 1: Site Geology Geological map of the Abbotsford area of southwest Dunedin, showing locations of the Abbotsford Landslide and several other landslides in the area. Thick surficial deposits of loess and bouldery colluvium (not shown) are widespread in most places overlying the Tertiary sedimentary rocks. b Cross-section A–B shows the topography and geological structure in relation to the Abbotsford Landslide

Possible Cause 2: Increased Pore Water Pressure Major Factor : Rainfall Graph of annual rainfall from 1917 to 1978 in the Dunedin suburbs of Burnside (approximately 1.5 km east of the landslide) and Musselburgh (approximately 7 km east). The plots show long-term mean annual rainfall and cumulative deviation from the mean in both of these areas. Mean rainfall at Green Island is also shown for 1969–1978. (Based on data from the NZ Metrological Service)

Possible Cause 2: Increased Pore Water Pressure Major Factor : Leaking Main Graph of annual rainfall from 1917 to 1978 in the Dunedin suburbs of Burnside (approximately 1.5 km east of the landslide) and Musselburgh (approximately 7 km east). The plots show long-term mean annual rainfall and cumulative deviation from the mean in both of these areas. Mean rainfall at Green Island is also shown for 1969–1978. (Based on data from the NZ Metrological Service)

Steady Decline over the Years

Analysis Summary Typical Block Land slide with translational failure on thin, low-angle clay layers located within the top meter of the Abbotsford Formation Unfavorable geology and topography – very week clay near an eroding creek Increased pore water pressure – Increased Rainfall and Leaking Main(3 years) Quarrying of sand at the toe of the slope - 6% of the slide mass Minor Factors Removal of natural vegetation Urban Development Past Sesmic Activity