Chapter
Apr 26, 2012

Observations of Ground Movement during Pipe Ramming Operations under a Railway Embankment

Publication: 7th FMGM 2007: Field Measurements in Geomechanics

Abstract

For the development of Ramsey Town Center, which is a large commercial and residential development north of Minneapolis, Minnesota, additional stomwater conveyance capacity was needed, requiring the design and installation of one 60-inch and two 54-inch diameter storm water pipes under an active railway embankment. The storm water pipes were to be installed in steel casing pipes with diameters (ID) of 86-inch and 78-inch respectively. These three casing pipes were installed under the two-track railway embankment by employing pipe ramming methods. An embankment monitoring system consisting of 74 mini prisms, mounted on the tracks and jacking pit, and a Leica automated theodolite located adjacent to the track, were installed several weeks prior to the ramming operations to monitor embankment movement during the operations. The monitoring system was fully automated with Internet access to real time data plots. The cost of the installation of monitoring system and performance of continous monitoring with daily reports for a four months period was approximately $90,000.

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Go to FMGM 2007
7th FMGM 2007: Field Measurements in Geomechanics
Pages: 1 - 12

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Published online: Apr 26, 2012

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Niels J. W. Jensen
Project Manager, GZA GeoEnvironmental Inc., 440 Ninth Avenue, 18th Floor, New York, New York 10001
Douglas S. Roy
Associate, Principal, GZA GeoEnvironmental Inc., 440 Ninth Avenue, 18th Floor, New York, New York 10001
Todd Wanless
P.E.
M.ASCE
Project Manager, URS Corporation, 1333 Broadway, Suite 800, Oakland, California 94612

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