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dc.contributor.authorJames V. Hamel
dc.date.accessioned2022-02-01T00:06:21Z
dc.date.available2022-02-01T00:06:21Z
dc.date.issued8/1/2021
dc.identifier.other%28ASCE%29CF.1943-5509.0001580.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270925
dc.description.abstractIn a southern suburb of Pittsburgh, Pennsylvania (PA), a portion of a housing development was constructed in the 1950s on an unrecognized, marginally stable prehistoric landslide mass. Grading practices of that era included placement of poorly compacted fill over a sanitary sewer behind houses on the downslope side of a street across the upslope part of the prehistoric landslide mass. A shallow landslide developed in fill and near-surface colluvium (old landslide debris). This shallow landslide was fully active by 1973 and continued to move, at least intermittently, thereafter. Landslide movements observed by a homeowner behind his house circa 2003–2004 led him to sue the Municipality, alleging that sewer leakage had caused the landslide. A detailed forensic investigation with heavy emphasis on observational engineering geology, including but not limited to historical aerial photographs and high-quality sewer inspection videotapes, clearly showed that the sewer was not leaking in the landslide area. Rather, the sewer was acting as a drain to reduce groundwater levels, thereby improving stability of the landslide.
dc.publisherASCE
dc.titleForensic Investigation of Backyard Landslide with a Sewer in Bethel Park, Pennsylvania
dc.typeJournal Paper
dc.journal.volume35
dc.journal.issue4
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0001580
dc.journal.fristpage04021021-1
dc.journal.lastpage04021021-8
dc.page8
dc.treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 004
dc.contenttypeFulltext


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