Technical Papers
Apr 30, 2020

Assessment of Risk Potential due to Underground Box Structure Installation Employing ANN Model and Field Experimental Approaches

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 4

Abstract

Construction of underground box structures that underpass existing infrastructures or facilities at shallow depths is being widely conducted in urban areas in order to avoid the interference of existing structures without the rerouting of traffic. Consequently, it is crucial to ensure safety during and after construction by monitoring the ground settlement induced by underground box installations that can be influential for the existing various structures. This paper provides a method to assess the risk potential around underground box structures with artificial neural networks (ANN), taking into account input variables that can be monitored in the field. By introducing the numerical methods and ANN, the probability of failures considering the variability of design parameters such as ground conditions, structure sizes and shapes, traffic loads, and presence of existing structures could be assessed and utilized for the safe construction of underground box structures at shallow depths. Experimental programs were also performed to investigate the effect of the umbrella method, which contributes to the decrease of risk potential in a practice. A limited field test evaluation using ground-penetrating radar (GPR) along with a pneumatic dynamic cone penetrometer (PDCP) was found to be promising in the assessment of risk potential at shallow depths.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work is part of a research project financially sponsored by the Korea Agency for Infrastructure Technology Advancement (Grant No. 18SCIP-B108153-04).

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 4August 2020

History

Received: Jul 9, 2019
Accepted: Jan 27, 2020
Published online: Apr 30, 2020
Published in print: Aug 1, 2020
Discussion open until: Sep 30, 2020

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Assistant Professor, Dept. of Civil and Environmental Engineering, Daelim Univ. College, Anyang-si, Gyeonggi-do 13916, Korea. ORCID: https://orcid.org/0000-0001-7979-0890. Email: [email protected]
Sharif Hossain [email protected]
Senior Staff, Dept. of Geotechnical Engineering, Deokseong Alpha Engineering, 31, Yangjae-daero 66-gil, Songpa-gu, Seoul 05703, Korea. Email: [email protected]
Associate Professor, Dept. of Railroad Infrastructure System Engineering, Korea National Univ. of Transportation, Uiwang-si, Gyeonggi-do 16106, Korea (corresponding author). ORCID: https://orcid.org/0000-0002-3928-0412. Email: [email protected]
Hyeonwoo Yoo [email protected]
Graduate Research Assistant, Dept. of Railroad Infrastructure System Engineering, Korea National Univ. of Transportation, Uiwang-si, Gyeonggi-do 16106, Korea. Email: [email protected]
Principal Researcher, Division of Advanced Railroad Civil Engineering, Korea Railway Research Institute, Uiwang-si, Gyeonggi-do 16106, Korea. Email: [email protected]

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