Predicting 2D ground movements around tunnels in undrained clay
نویسندگان
چکیده
منابع مشابه
Predicting Leakage-induced Settlement of Shield tunnels in Saturated Clay
This paper suggests a new set of analytical solutions for predicting leakage-induced seepage field and ground settlement in saturated clay. A unique feature of the solutions presented is considering the effect of the tunnel lining through the relative permeability between the tunnel and the soil. Through the superposition method, the proposed method can be easily extended to twin parallel tunne...
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ژورنال
عنوان ژورنال: Géotechnique
سال: 2006
ISSN: 0016-8505,1751-7656
DOI: 10.1680/geot.2006.56.9.597