Racking Response of Reinforced Concrete Cut and Cover Tunnel

Kim, Kyungtae; Giacalone, Christopher; Elgamal, Ahmed; Shing, P. Benson; University of California, San Diego. Dept. of Structural Engineering

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Racking Response of Reinforced Concrete Cut and Cover Tunnel

2016-01-01
By Kim, Kyungtae ; Giacalone, Christopher ; Elgamal, Ahmed ; ...

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English

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Creators:

Kim, Kyungtae ; Giacalone, Christopher ; Elgamal, Ahmed ; Shing, P. Benson

Kim, Kyungtae ; Giacalone, Christopher ; Elgamal, Ahmed ; Shing, P. Benson Less -
Corporate Creators:

University of California, San Diego. Dept. of Structural Engineering
Corporate Contributors:

California. Dept. of Transportation. Division of Engineering Services
Subject/TRT Terms:

[+]

Centrifuge Cut-and-Cover Tunnel Cut And Cover Tunneling Deformation Earthquake Resistant Design FHWA Finite Element Finite Element Method Laminar Flow Laminar Soil Container Reinforced Concrete Soil Structure Interaction Stresses Tunnels
Publication/ Report Number:

CA15-2420;UCSD / SSRP-15-03
Resource Type:

Tech Report
Geographical Coverage:

United States
TRIS Online Accession Number:

01646793
Edition:

Final Report
Corporate Publisher:

California. Dept. of Transportation
Abstract:

Currently, the knowledge base and quantitative data sets concerning cut and cover tunnel seismic response are scarce. In this report, a large-scale experimental program is conducted to assess: i) stiffness, capacity, and potential seismically-induced nonlinear deformation mechanisms of a representative reinforced concrete tunnel liner, and ii) seismic demand as dictated by the surrounding soil and the tunnel-ground interaction mechanisms. In this regard, the conducted testing efforts allow for more accurate representation of the tunnel reinforced concrete liner configuration, and for use of field soil materials and construction procedures. Based on the recorded experimental data sets, computational studies are performed to further assess the involved soil-structure-interaction mechanisms. Overall, these studies constitute an initial important step towards ultimately providing experimentally validated engineering procedures for use in the development of cut and cover tunnel seismic assessments and design guidelines.
Format:

PDF
Funding:

Contract No. 65A0458
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:a27d8121ece79af597d530eab1616623c45fdde9d30d96a1a1613d6b341e23a9
Download URL:

https://rosap.ntl.bts.gov/view/dot/34222/dot_34222_DS1.pdf
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Racking Response of Reinforced Concrete Cut and Cover Tunnel

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