Effect of pore water pressure on tunnel
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A. Bobet
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Article
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2003
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Elsevier Science
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English
โ 823 KB
The support of underground structures must be designed to withstand static overburden loads as well as seismic loads. New analytical solutions for a deep tunnel in a saturated poroelastic ground have been obtained for static and seismic loading. The static solution accounts for drainage and no-drain