Journal
ACTA GEOTECHNICA
Volume 13, Issue 1, Pages 149-157Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s11440-017-0525-5
Keywords
Analytical solution; Pore pressure; Principle of superposition; Seepage force; Tide; Tunnel
Categories
Funding
- National Natural Science Fund of China [51338009, 51678523, 51278462]
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In this study, analytical solutions for tide-induced pore pressure, seepage force and water inflow into a subaqueous drained tunnel are developed. The results are compared with numerical solutions from a commercial software. The effects of the soil permeability, shear modulus, lining thickness and buried depth of the tunnel on tide-induced pore pressure, seepage force and water inflow are discussed. Larger tide-induced pore pressure and seepage force are obtained for smaller tunnel depth and higher soil permeability. The phase lags of the maximal tide-induced pore pressure at different depths are determined and investigated.
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