Development of a Design Technology for Ground Support for Tunnels in Soil: Vol. II. Three Dimensional Finite Element Analysis of Advanced and Conventional Shield Tunneling

Kasali, Gyimah; Clough, G. Wayne; Stanford University

doi:10.21949/1526924

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Development of a Design Technology for Ground Support for Tunnels in Soil: Vol. II. Three Dimensional Finite Element Analysis of Advanced and Conventional Shield Tunneling

1983-11-01
By Kasali, Gyimah ; Clough, G. Wayne

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English

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Alternative Title:

Development of a Design Technology for Ground Support for Tunnels in Soil: Vol. II. Three-Dimensional Finite Element Analysis of Advanced and Conventional Shield Tunneling
Creators:

Kasali, Gyimah ; Clough, G. Wayne

Kasali, Gyimah ; Clough, G. Wayne Less -
Corporate Creators:

Stanford University
Corporate Contributors:

John A. Volpe National Transportation Systems Center (U.S.) ; United States. Urban Mass Transportation Administration

John A. Volpe National Transportation Systems Center (U.S.) ; United States. Urban Mass Transportation Administration Less -
Subject/TRT Terms:

[+]

Earth Pressure Field Studies Finite Element Method Ground Settlement Groundwater Load Factor Mathematical Analysis Silts Soft Soils Soil Mechanics Soils Soil Stabilization Subways Time Dependence Tunneling Tunnel Lining Tunnels
Publication/ Report Number:

UMTA-MA-06-0100-82-2 ; DOT-TSC-UMTA-82-54,2

UMTA-MA-06-0100-82-2 ; DOT-TSC-UMTA-82-54,2 Less -
DOI:

https://doi.org/10.21949/1526924
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Techncial report; Aug 1979-Jan 1982
Corporate Publisher:

United States. Urban Mass Transportation Administration
Abstract:

The report presents design recommendations for concrete tunnel linings for transportation tunnels. The recommendations developed as a result of in-depth analysis and model testing of the behavior of concrete tunnel linings. The research addressed problem areas in current design practice, and the results have provided insight into the areas of uncertainty that have led designers to gross overconservatism in tunnel lining design. The recommended procedures take into account ultimate strength behavior of reinforced and unreinforced concrete linings and provide sufficient latitude for designers to exercise judgement gained through experience and allow the flexibility required by site-specific conditions. Details of the suggested approach are based on procedures that have been accepted for years in the design of above-ground structures, with appropriate modifications to capitalize on the benefits of ground/structure interaction.
Format:

PDF
Funding:

DOT-TSC-1726 ; UM248/R2650

DOT-TSC-1726 ; UM248/R2650 Less -
Collection(s):

Volpe Center
Main Document Checksum:

[+]

urn:sha256:0de0c057aaae9f8375d7dc36df3d38ed30755e29ec1c521c2ecb3e55d303c575
Download URL:

https://rosap.ntl.bts.gov/view/dot/11104/dot_11104_DS1.pdf
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Development of a Design Technology for Ground Support for Tunnels in Soil: Vol. II. Three Dimensional Finite Element Analysis of Advanced and Conventional Shield Tunneling

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