Mechanical Characterizations of Joints in Segmented Tunnel Liners Due to Flexural and Thrust Jack Loading (UTI-UTC 28)
This research investigates the structural behavior of joints in segmented tunnel liners subjected to flexural and thrust jack loading, which are critical conditions encountered during tunnel construction and operation. The project focuses on quantifying the mechanical response of these joints, particularly under load scenarios simulating bending moments and axial forces applied by tunnel boring machines (TBMs). Experimental testing is conducted on full-scale precast concrete segments, including those from the Chesapeake Bay Tunnel project, to assess parameters such as joint stiffness, rotational capacity, and load-bearing performance. The study is complemented by detailed numerical modeling and analytical evaluations to validate test results and improve segmental design methodologies. The outcomes are expected to inform design guidelines and enhance the durability, safety, and reliability of segmented tunnel systems used in modern underground transportation infrastructure.
Language
- English
Project
- Status: Completed
- Funding: $56,379.00
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Contract Numbers:
69A3551747118
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Sponsor Organizations:
University Transportation Center for Underground Transportation Infrastructure
Colorado School of Mines
Golden, CO United States 80401Office of the Assistant Secretary for Research and Technology
University Transportation Centers Program
Department of Transportation
Washington, DC United States 20590 -
Managing Organizations:
1500 Illinois St
Golden, CO United States 80401Lehigh University
ATLSS Engineering Research Center
IMBT Laboratory
Bethlehem, PA United States 18015-4729 -
Performing Organizations:
Lehigh University
ATLSS Engineering Research Center
IMBT Laboratory
Bethlehem, PA United States 18015-4729 -
Principal Investigators:
Naito , Clay
Quiel , Spencer
- Start Date: 20201101
- Expected Completion Date: 20220430
- Actual Completion Date: 20220501
- USDOT Program: University Transportation Centers
Subject/Index Terms
- TRT Terms: Axial loads; Construction joints; Mathematical models; Segmental construction; Tunnel borers; Tunnel lining
- Geographic Terms: Chesapeake Bay
- Subject Areas: Bridges and other structures; Geotechnology; Highways;
Filing Info
- Accession Number: 01954482
- Record Type: Research project
- Source Agency: University Transportation Center for Underground Transportation Infrastructure
- Contract Numbers: 69A3551747118
- Files: UTC, RIP
- Created Date: May 7 2025 5:37PM