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- W2044293419 abstract "A portion of a new light rail system was to be located over a previously filled-in swamp. Although existing freight tracks crossed the area, construction of the passenger station would result in an increase in grades of 2 feet in the platform area and 9 feet in the parking area, which would induce additional settlement. Original settlement predictions were between 2 and 4.5 inches in the platform area, but as high as 24 inches within the parking area. Initial proposals were to install wick drains and surcharge throughout the entire site. However, as a result of construction priorities, the site was going to be used for stockpiles of excess soil from other portions of the project. Surface settlement monitoring points were installed throughout the site prior to build-up of the stockpile, taking advantage of any settlement that would occur due to the stockpiled material. This paper describes how this need for early storage of excess soil materials created the opportunity to use several different ground improvement methods for the control of post- construction settlement. Those methods included wick drains and surcharge where still required, the continued use of only surcharge, and low-density cellular concrete fill (LDCCF)." @default.
- W2044293419 created "2016-06-24" @default.
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- W2044293419 date "2004-07-21" @default.
- W2044293419 modified "2023-10-14" @default.
- W2044293419 title "Unique Control of Post-Construction Settlement" @default.
- W2044293419 doi "https://doi.org/10.1061/40744(154)193" @default.
- W2044293419 hasPublicationYear "2004" @default.
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