The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform

Ma Shidong

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The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform

更新时间：2026-06-25

- The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform
- Vol. 12, Issue 4, (1991)
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- Online First：15 April 1991，
  
  Published：1991
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Ma Shidong. The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform[J]. 1991, 12(4).
DOI：

Ma Shidong. The Estimations of Cyclic Displacement and Consolidation Settlement Caused by Wave Force in the Foundation of a Gravity Platform[J]. 1991, 12(4). DOI：

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。

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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