How to Predict Surface Movements & Prevent Damages of Surface Structures

Peter J. Sellner, Karl Grossauer, Roland Leitner

Research output: Chapter in Book/Report/Conference proceedingConference paperpeer-review

Abstract

Stress redistribution, ground loss and change of groundwater table in the course of
tunnel excavation cause surface settlements. These surface movements may damage structures
above and aside the tunnel. Experience shows that the timely and spatial influence of underground
excavations on the surface settlements varies in a wide range. The domain of influence mainly
depends on the ground properties, the quality and quantity of the tunnel support as well as on
tunnel dimension and the construction method (including additional measures like groundwater
lowering). In some cases the surface movements are limited to some meters ahead and aside of the
tunnel and stabilization is reached within a few days after excavation. In other cases an extended
surface area is influenced for a long period and the stabilization process is slow (Burland, 2001).
Sufficiently accurate predictions of surface movements are required in time to set up appropriate
countermeasures
Original languageEnglish
Title of host publicationRock Engineering - Theory and Practice
Place of PublicationEssen
PublisherVerlag Glückauf
Pages245-250
ISBN (Print)3-7739-5995-8
Publication statusPublished - 2004
Event2004 ISRM Regional Symposium Eurock: rock engineering, theory and practice: EUROCK 2004 - Salzburg, Austria
Duration: 7 Oct 20049 Oct 2004

Conference

Conference2004 ISRM Regional Symposium Eurock: rock engineering, theory and practice
Abbreviated titleEUROCK 2004
Country/TerritoryAustria
CitySalzburg
Period7/10/049/10/04
Otherand 53rd Geomechanics colloquy

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  • Prediction of Displacements in Tunnelling

    Radoncic, N. (Co-Investigator (CoI)), Pilgerstorfer, T. (Co-Investigator (CoI)), Seidl, C. (Co-Investigator (CoI)) & Schubert, W. (Principal Investigator (PI))

    1/12/9631/12/23

    Project: Research project

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