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- W856563812 abstract "The cause of unusual depressions in the embankment slopes of the causeway crossing over Lake Hugo in Southeastern Oklahoma is examined. The design of the embankment slope consisted of a riprap armor underlain by a filter fabric and 1.22-m thick sand. The failure patterns observed from the lake were oblong depressions in the riprap varying in distance from the lake pool elevation up to and near the highway shoulder. The average depression dimensions (length, width, and depth) in the clay plate were 7.5, 2.1, and 1.5 m respectively. The embankment interior was constructed from an unclassified borrow source consisting of predominantly silty clay but lensed with layers of clayey silt, clayey sand, and silty sand. Twelve borings originally were made to evaluate the engineering properties of the clay plate and underlying embankment material. Extensive laboratory testing in supplementary investigations, documented through the crumb, double hydrometer, pinhole, soil chemistry, and x-ray diffraction tests, confirm that the A-6 clay plate material used was highly dispersive. The original design had specified an A-7 material for the clay plating, but a value engineering proposal was accepted using the A-6 soil. The repair of the depressions consisted of cutting off water infiltration into the clay plate along the shoulder and filling in the depressions. Results were not totally successful. Additional testing and monitoring of the road performance continued into the mid-nineties." @default.
- W856563812 created "2016-06-24" @default.
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- W856563812 date "2002-01-01" @default.
- W856563812 modified "2023-09-27" @default.
- W856563812 title "HUGO RESERVOIR EMBANKMENT DEPRESSION STUDY" @default.
- W856563812 hasPublicationYear "2002" @default.
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