Development and implementation of horizontal‐plane settlement indication system for freeway health monitoring during underpass construction. Issue 11 (6th February 2017)

• Record Type: Journal Article
• Authors: Chung, Chih‐Chung; Lin, Chih‐Ping; Chin, Chi‐Hsien; Chou, Kun‐Hsien
• Is Part Of: Structural control and health monitoring. Volume 24:Issue 11(2017)
• Page Start: n/a
• Page End: n/a
• Publication Date: 2017-02-06
• Subjects: freeway health monitoring -- horizontal‐plane settlement indication system (HSIS) -- microelectromechanical systems (MEMS) sensor technology -- pipe roof construction -- RS485 data acquisition protocol; Structural engineering -- Periodicals; Structural control (Engineering) -- Periodicals; Automatic data collection systems -- Periodicals; Detectors -- Periodicals; 624.17
• DOI: 10.1002/stc.1995
• Languages: English
• ISSNs: 1545-2255

Abstract

Summary: This study introduced two major contributions for freeway health monitoring during the pipe roof construction and subsequent excavation to enlarge an existing underpass. First, a horizontal‐plane settlement indication system (HSIS) was developed to monitor inevitable settlement due to shallow overburden above the steel pipes. Second, the experience gained from the field monitoring program was detailed with emphasis on encountered problems and countermeasures for freeway safety decision‐making. On the basis of two microelectromechanical systems tilt sensors embedded as a differential pair, HSIS effectively minimizes the effect of ambient temperature whose fluctuation was expected at shallow depth. The measurement accuracy (≤4 mm) and repeatability (≤0.05 mm) were verified experimentally. Thereby, three HSIS arrays were positioned in the freeway pavement to continuously detect local settlement and based on which to issue possible alarm. The RS485 data acquisition protocol, which is characterized by fast synchronized communication, was applied for HSIS to reduce the dynamic error due to heavy traffics. The observed settlement was close to the alarm threshold, which is considered as the combination effects of the simulated settlement and the penetrating deviation during the pipe roof construction. Furthermore, an approach to account for false vertical drift due to instability of the fixed point of HSIS was proposed such that the settlement behavior during excavation phase could be effectively described. The unique implementation is a benefit to further HSIS application in practice.