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- W165672040 abstract "Prefabricated wick drains and a preloading program were employed in the construction of a wharf facility in the city of New Orleans to accelerate consolidation of a thick layer of soft clayey soils. Preloading and wick drains were used for a portion of the wharf platform and for an adjoining 10-acre storage area. A proposed future storage area of approximately 32 acres was preloaded without the use of wick drains. A total of approximately 2 million linear feet of drains were installed for the project. Various instrumentations were monitored during construction to evaluate the performance of the preload program in areas both with and without wick drains. Consolidation parameters calculated from the field data are presented and compared with values used in the design of the wick drain installation. After a 12-mo preload period, the clayey soils in the wick drain area had reached an average of 80 percent consolidation in comparison to only about 28 percent consolidation in the nondrain area. The construction preload in the wick drain area successfully preconsolidated the clayey subsoils for the design load condition." @default.
- W165672040 created "2016-06-24" @default.
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- W165672040 date "1988-01-01" @default.
- W165672040 modified "2023-09-24" @default.
- W165672040 title "PERFORMANCE OF WICK DRAINS IN NEW ORLEANS CLAYS" @default.
- W165672040 hasPublicationYear "1988" @default.
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