A Physical Model Test on Behavior of Shield-tunnel Lining according to Drain Conditions
نویسندگان
چکیده
منابع مشابه
Effect of segmental joint stiffness on tunnel lining internal forces under static conditions
According to the wide application of segmental lining in mechanized tunneling, recognizing the behavior of segmental lining joints is important in tunnels designing. In the structural analysis of the tunnel segmental lining, segmental joints can be considered as elastic joints, and their stiffness characteristics are affected by the rotational, shear, and axial stiffness. The purpose of this wo...
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Excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. The phenomenon in soil can cause an effective stress and hence cause the shear strength of the soil to decrease considerably and large deformations to occur in the area. Generally, increases in pore pressure occur in un-drained conditions. If it is formed, its consequences decrease ...
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ژورنال
عنوان ژورنال: Journal of the Korean Geotechnical Society
سال: 2014
ISSN: 1229-2427
DOI: 10.7843/kgs.2014.30.5.55