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Title:

PREDICTING TUNNELING-INDUCED GROUND MOVEMENT

Accession Number:

00984622

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States
Order URL: http://www.trb.org/Main/Public/Blurbs/155508.aspx

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Order URL: http://worldcat.org/isbn/0309094879

Abstract:

Cost-effective and permissible tunneling can occur only if ground movement prediction is refined to accommodate changes in both the urban environment and tunneling technology. As cities age, tunnels are being installed closer to existing structures and in increasingly complicated belowground conditions. The reality of stacked tunnels, abandoned facilities, and more extensive use of underground space raises the question of whether relationships derived for single open-shield tunnels in free-field conditions can adequately predict ground movement for modern tunneling techniques with more complicated site conditions. Traditional empirical methods to predict maximum surface settlements and the percentage of lost ground for paired tunnels of the new Austrian tunneling method (NATM) in noncohesive soils are evaluated. Predictive data are compared with field measurements for grouted and nongrouted sections. Results showed that the estimated maximum settlement values of an NATM tunnel were highly similar to those of an open shield tunnel for both the grouted and ungrouted sections, although in some cases the Gaussian shape significantly underestimated the depth of the settlement trough in the outer 30% to 40%. Grouting substantially altered the amount of settlement. The average percentage of volume of lost ground with grouting was 1.6%, whereas the value was 5.2% where no grouting occurred. The empirical methods typically generated a fairly reasonable set of responses for an NATM tunnel.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1892, Design of Structures 2004.

Monograph Title:

DESIGN OF STRUCTURES 2004

Monograph Accession #:

00984600

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Laefer, D F
Kim, Wan Soo

Pagination:

p. 208-217

Publication Date:

2004

Serial:

Transportation Research Record

Issue Number: 1892
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309094879

Features:

Figures (13) ; References (11) ; Tables (4)

Identifier Terms:

Uncontrolled Terms:

Subject Areas:

Bridges and other structures; Construction; Data and Information Technology; Highways; I54: Construction of Tunnels

Files:

TRIS, TRB, ATRI

Created Date:

Jan 26 2005 12:00AM

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