Deformation measurements at the vehicle tunnel overpass using a hydrostatic level system | Zendy

H. Friedsam | Zendy; J. Penicka | Zendy; J. Error | Zendy

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Deformation measurements at the vehicle tunnel overpass using a hydrostatic level system

Author(s) -

H. Friedsam,

J. Penicka,

J. Error

Publication year - 1996

Publication title -

osti oai (u.s. department of energy office of scientific and technical information)

Language(s) - English

Resource type - Reports

DOI - 10.2172/399677

Subject(s) - schedule , deformation (meteorology) , storage ring , hydrostatic equilibrium , geotechnical engineering , engineering , ring (chemistry) , structural engineering , environmental science , physics , meteorology , computer science , beam (structure) , operating system , chemistry , organic chemistry , quantum mechanics

Long-term storage ring and experiment hall floor settlements are being monitored on a regular bases in six-month intervals utilizing common geometric leveling techniques. One area of concern requiring special attention in terms of settlements is the vehicle tunnel that undercuts the experiment hall an storage ring at the south side of the APS. Five user beamlines crossing over the vehicle tunnel could be affected by deformations in this area. Assuming the most severe temperature fluctuations would occur during the winter time, a monitoring system was installed at the beginning of 1996. The length of the experiment was dictated by the installation schedule of the user enclosures at the overpass

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