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波浪作用下海底软粘土的离心模型试验研究(英文)
引用本文:闫澍旺,李飒,邓卫东.波浪作用下海底软粘土的离心模型试验研究(英文)[J].天津大学学报(英文版),1999(2).
作者姓名:闫澍旺  李飒  邓卫东
作者单位:天津大学建筑工程学院(闫澍旺,李飒),重庆交通部高速公路研究所!410184(邓卫东)
摘    要:研究了采用离心模型试验来研究波浪与土相互作用的方法,并针对渤海某油田的波浪及土质条件进行了试验研究.结果表明,在最大波高作用下,软粘土层的上部发生了软化,但这种影响随着深度的增加而逐渐减小;在波浪荷载的作用下,软粘土层下的粉砂层没有液化迹象.

关 键 词:波浪  软粘土  软化  离心模型试验

CENTRIFUGAL TEST STUDY ON THE BEHAVIOR OF SOFT CLAY AT SEA BOTTOM UNDER THE ACTION OF WAVE FORCE
Abstract:The importance of studying the behavior of the soil at the sea bottom under the action of wave force has arisen with the development of offshore engineering.In this paper,the behavior of the soft clay under the action of wave forces is studied by performing centrifugal tests.The soil profile and the wave characters were simulated in the centrifugal model cell according to the typical environmental conditions of the oil fields in the Bohai gulf.Test results show that the soft clay layer will be seriously softened near the upper surface under the maximum wave height and slightly affected in the deeper layer,and that no liquefaction was recorded in the silty sand sublayer during the test.It is proven that the centrifugal test is a valid technique for simulating the interaction between soil and wave.
Keywords:wave  soft clay  softening  centrifugal model test
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