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Ground Movements Caused by Tunnelling in Loose Fill
The measurement of surface and sub-surface settlements and surface horizontal movements caused by the construction of a 3 m internal diameter tunnel in loose fill material comprising mainly ash and domestic rubbish is described. The maximum ground surface settlement was 81 mm recorded over the centre-line of the tunnel and the cross-sectional area of the settlement trough represented 16 per cent of the area of the tunnel face.
Ground Movements Caused by Tunnelling in Loose Fill
The measurement of surface and sub-surface settlements and surface horizontal movements caused by the construction of a 3 m internal diameter tunnel in loose fill material comprising mainly ash and domestic rubbish is described. The maximum ground surface settlement was 81 mm recorded over the centre-line of the tunnel and the cross-sectional area of the settlement trough represented 16 per cent of the area of the tunnel face.
Ground Movements Caused by Tunnelling in Loose Fill
C. McCaul (Autor:in) / C. Dobson (Autor:in) / I. Cooper (Autor:in) / I. M. Spencer (Autor:in)
1983
27 pages
Report
Keine Angabe
Englisch
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