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波浪作用下粘质粉砂底床性态变化的试验研究
引用本文:许国辉,常瑞芳,李安龙,胡光海.波浪作用下粘质粉砂底床性态变化的试验研究[J].海洋科学进展,2000,18(1):19-26.
作者姓名:许国辉  常瑞芳  李安龙  胡光海
作者单位:1. 青岛海洋大学地球科学学院,青岛,266003
2. 国家海洋局第一海洋研究所,青岛,266003
基金项目:中国科学院资助项目,49476291,
摘    要:利用不同波高条件下的波浪水槽试验,对现行黄河水下三角洲粘质粉砂底床的性态变化进行了研究.试验中观测了底床土体孔隙水压力的变化和扰动破坏区与未扰动破坏区之间在波浪作用下的性态差异.结果分析表明,土体孔隙水压力受波高要素影响较大;扰动破坏区含水量减小和容重增加现象比未扰动破坏区明显.在扰动破坏区经波浪长时间作用后形成凹坑塌陷,此结果对认识黄河三角洲上凹坑塌陷的形成过程有借鉴意义.

关 键 词:水槽试验  孔隙水压力  塌陷
修稿时间:1999-10-19

Experimental Studies on Behavior Variation of Clay-silt Bed under Wave-loading
XU Guohui,CHANG Ruifang,LI Anlong,HU Guanghai.Experimental Studies on Behavior Variation of Clay-silt Bed under Wave-loading[J].Advances in Marine Science,2000,18(1):19-26.
Authors:XU Guohui  CHANG Ruifang  LI Anlong  HU Guanghai
Abstract:A flume test model is used to analyse the variation of pore-water pressure and behavior of different areas in clay-silt bed under different wave conditions. Some phenomena obtained from the experiment suggest that hydrodynamic features, in particular wave height, are among the more important factors influencing the pore-water pressure, and the variation of water-content and soil density in disturbed areas is more obvious than that in undisturbed areas.
Keywords:Flume test  Pore  water pressure  Collapse
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