Effect of longitudinal joints on seismic response of the large shield tunnel in liquefiable soils

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作者：
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China [1 ]
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来源：
J. Vibroeng. | / 4卷 / 1945-1960期
关键词：
Concrete interface - Direct shear test - High strength concretes - Liquefiable soil - Longitudinal joint - Monotonic and cyclic loading - Normal behavior - Shear behaviour - Shield tunnel - Strong earthquakes;
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