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contributor authorJames V. Hamel
date accessioned2022-02-01T00:06:21Z
date available2022-02-01T00:06:21Z
date issued8/1/2021
identifier other%28ASCE%29CF.1943-5509.0001580.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270925
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.
publisherASCE
titleForensic Investigation of Backyard Landslide with a Sewer in Bethel Park, Pennsylvania
typeJournal Paper
journal volume35
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001580
journal fristpage04021021-1
journal lastpage04021021-8
page8
treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 004
contenttypeFulltext


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