Modified vertical bearing capacity for circular foundations in sand using reduced friction angle
暂无分享,去创建一个
[1] Guy T. Houlsby,et al. Drained Behaviour of Suction Caisson Foundations on Very Dense Sand , 1999 .
[2] G. G. Meyerhof. The Ultimate Bearing Capacity of Foudations , 1951 .
[3] L. Prandtl,et al. Über die Härte plastischer Körper , 1920 .
[4] Martin Achmus,et al. Finite Element Modelling of Horizontally Loaded Monopile Foundations for Offshore Wind Energy Converters in Germany , 2005 .
[5] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[6] Malcolm D. Bolton,et al. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil , 1993 .