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

被引：0

作者：

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China ^{[1
]}

机构：

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;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用