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Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting
Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting
Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting
Watanabe, K. (Autor:in) / Sawada, R. (Autor:in) / Koseki, J. (Autor:in)
Soils and foundations ; 56 ; 412-426
01.01.2016
15 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
624.151
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