Table 1.

Summary of surface vertical displacements and settlement troughs for the TBM1 passage (westbound construction, period 2)

Z-line SMPsExtensometer reference headsY-line SMPsX-line SMPsRemarks
Longitudinal trough
Relative displacement w/wmax when xf = 0 m24%36%30%30% 
x50%: m7·95·37·86·4x50% = xf when w/wmax = 50%
Longitudinal trough length factor, ix: m12·412·411·212·62ix = x86%–x14%x86% = xf when w/wmax = 86%; x14% = xf when w/wmax = 14%
Trough length parameter, Kx0·360·360·320·37Kx = ix/z0
Transverse trough
Maximum vertical displacement, w: mm−5·1−5·8−5·6−8·3 
Location of maximum displacementZSMP5 (y = −0·2 m)HP20 (y = 0·0 m)YSMP12 (y = 2·5 m)XSMP15 (y = 1·05 m) 
 SouthNorthSouthNorthSouthNorthSouthNorth 
Transverse trough width factor, iy: mN/A13·013·611·613·715·115·0 
Trough width parameter, Ky0·370·390·340·400·440·44Ky = iy/z0
Volume loss, VL0·47%0·49%0·40%0·48%0·78%0·78%VL obtained from best-fit Gaussian curves
Overall volume loss, VL: %0·48%0·44%0·78% 
Ky/KxN/A1·031·081·061·251·191·19 

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