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平台地基在波浪荷载下的循环位移和固结沉降估算
引用本文:马时冬.平台地基在波浪荷载下的循环位移和固结沉降估算[J].岩土力学,1991,12(4):1-10.
作者姓名:马时冬
摘    要:本文对重力式平台地基在风暴期间由波浪荷载引起的循环位移和孔隙水压力发展以及在随后的孔隙水压力消散过程中产生的固结变形进行了计算,并针对计算方法的合理性展开了一些讨论。

关 键 词:平台  地基  波浪  荷载  位移  沉降

The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform
Ma Shidong.The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform[J].Rock and Soil Mechanics,1991,12(4):1-10.
Authors:Ma Shidong
Abstract:The calculation method and results of cyclic displacement and pore water pressure under a gravity platform foundation are presented in this paper. Those cyclic displacement and pore pressure are caused by the wave-load during a severe storm. The calculation of dissipation process of pore water pressure and then, of consolidated deformation are also performed. Finally, the reasonableness of the calculation method is discussed.
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