CFP last date
20 December 2024
Reseach Article

A Case Study of Safety Monitoring Program for Existing Bridge Crossing a Twin Tower Construction Project

by Prateek Mehrotra, George Papastamos, Ritvick Bhalla
International Journal of Computer Applications
Foundation of Computer Science (FCS), NY, USA
Volume 181 - Number 27
Year of Publication: 2018
Authors: Prateek Mehrotra, George Papastamos, Ritvick Bhalla
10.5120/ijca2018918072

Prateek Mehrotra, George Papastamos, Ritvick Bhalla . A Case Study of Safety Monitoring Program for Existing Bridge Crossing a Twin Tower Construction Project. International Journal of Computer Applications. 181, 27 ( Nov 2018), 16-24. DOI=10.5120/ijca2018918072

@article{ 10.5120/ijca2018918072,
author = { Prateek Mehrotra, George Papastamos, Ritvick Bhalla },
title = { A Case Study of Safety Monitoring Program for Existing Bridge Crossing a Twin Tower Construction Project },
journal = { International Journal of Computer Applications },
issue_date = { Nov 2018 },
volume = { 181 },
number = { 27 },
month = { Nov },
year = { 2018 },
issn = { 0975-8887 },
pages = { 16-24 },
numpages = {9},
url = { https://ijcaonline.org/archives/volume181/number27/30108-2018918072/ },
doi = { 10.5120/ijca2018918072 },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Journal Article
%1 2024-02-07T01:07:22.044659+05:30
%A Prateek Mehrotra
%A George Papastamos
%A Ritvick Bhalla
%T A Case Study of Safety Monitoring Program for Existing Bridge Crossing a Twin Tower Construction Project
%J International Journal of Computer Applications
%@ 0975-8887
%V 181
%N 27
%P 16-24
%D 2018
%I Foundation of Computer Science (FCS), NY, USA
Abstract

In the paper, the author presents a case study of instrumentation and monitoring (I&M) program executed by a geotechnical instrumentation specialist organization during construction of twin high rise structures, in a megacity in Middle East. The project’s work site was dissected by an existing busy road bridge. Two multi-storeyed towers with several basement levels each were to be constructed on both sides of the bridge. The towers were to be linked by a sky bridge. Safety of the existing busy road bridge located in the middle of the deep excavations during the construction stage was on top priority for all project stakeholders as well as the assets’ owners. The paper starts off with a brief overview of the project with salient features of the construction methodology deployed, followed by the description of instrumentation and monitoring scheme implemented for monitoring during construction works. Details of key parameters monitored and type of instruments selected for the purpose have also been included. The instrumentation and monitoring done for bridge monitoring has been described in detail which includes description of the setup of automated data collection for geotechnical and geodetic instruments, data transmission and its online presentation. Challenges faced during the installation of instruments in the bridge and around the deep excavations and how these were met with practical solutions are mentioned in the subsequent section. Fast processing of the collected data, its lucid presentation for easy assimilation and its instant access-not restricted by geographical boundaries - is the key feature of a successful I&M programme. This aspect is covered in the paper along with a summary of the observed data. Key conclusions drawn from the instrumentation programme and lessons learned, sum up the paper.

References
  1. Dunnicliff, J. 1993. Geotechnical Instrumentation for Monitoring Field Performance. John Wiley and Sons, New York, NY, USA. 577p
  2. Users’ manual of Model EDS-20V-AW vibrating wire weldable Strain Gage. Doc no. WI 6002.34. 2008. Encardio-rite Electronics Pvt. Ltd., Lucknow, UP - 226 011, INDIA. 27p
  3. Juneau, F., Quirion, M. and Marcil L. 2001. Application note on Thermal Effects on Strain Measurement with Vibrating Wire or Fibre-Optic Strain Gage. Roctest Ltd. Quebec J4P 2P4 Canada. 4p
  4. Hashash, Y.M.A. Et al. 2003. Temperature Correction and Strut Loads in Central Artery Excavations. Journal Of Geotechnical And Geoenvironmental Engineering, Vol. 129, No. 6 © ASCE. p495-505
  5. Papastamos, G. Et.al. 2014. 3-D strong tilting observed in tall, isolated brick chimneys during the excavation of the Athens Metro. Applied Geomatics (https://www.researchgate.net/publication/265298141)
Index Terms

Computer Science
Information Sciences

Keywords

Online monitoring existing bridge monitoring deep excavation monitoring automatic data collection