课题基金 / 基金详情

Wave-induced Liquefaction and Sediment Transport in Coastal Environment

Wave-induced Liquefaction and Sediment Transport in Coastal Environment
沿海环境中波浪引起的液化和沉积物迁移
批准号:
13450192
负责人:
SEKIGUCHI Hideo
金额:
$10.69万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2001
资助国家:
日本
项目状态:
已结题
起止时间:
2001 至 2003

项目摘要

项目成果

SEKIGUCHI Hideo的其他基金

相关文献

中文摘要
翻译
本研究项目旨在建立一个综合框架,以一致地描述波浪引起的液化、流化和沉积物输运过程,这些过程在沿海环境中具有深远的实际意义。主要研究结果如下:1)波浪加载历史对砂质沉积物抗液化能力的影响;一系列精心设计的波浪加载历史的离心波试验表明,由于在之前的波浪加载阶段通过“凝固”发生了明显的致密化,因此再液化阻力显著增加。2)泥沙重力流计算模型的建立;本研究开发了泥沙重力流三维分析程序3D-LIQSEDFLOW。将液化土建模为重粘性流体,用弹塑性固结理论描述土体固化过程。利用VOF技术对流动过程中的自由和凝固表面进行跟踪,便于分析一系列移动边界问题,如水下泥沙溃坝问题。3)泥沙重力流及其再沉积机制;采用PIV技术,对室内水槽试验中液化沉积物流出和静止的方式进行了研究。结果清楚地表明,高浓度的初始流体样沉积物在流动过程中如何凝固,最终突然停止或“冻结”。
英文摘要
This research project aims at developing an integrated framework by which to describe consistently the processes of wave-induced liquefaction, fluidization and sediment transport that have profound practical implications in coastal environment. The principal results obtained may be summarized as follows :1)Effect of wave-loading history upon liquefaction resistance of sandy sediments ; A series of centrifugal wave tests with carefully designed wave-loading histories showed that re-liquefaction resistance increased significantly due to marked densification that had occurred through "solidification" in the preceding wave-loading stage.2)Development of a computational model for sediment gravity flow ; A three-dimensional analysis procedure for sediment gravity flow (3D-LIQSEDFLOW) has been developed in the research project. The liquefied soil is modeled as a heavy viscous fluid and a soil domain undergoing solidification is described in terms of elastoplastic consolidation theory. The free and solidification surfaces during flowage are traced using a VOF technique, facilitating analyses of a range of moving-boundary problems such as underwater sediment-dam breaking problems.3)Mechanisms of sediment gravity flow and ensuing re-deposition ; The way in which liquefied sediment flows out and comes to a rest, was investigated in laboratory flume tests with a PIV technique introduced. The results clearly demonstrate how the initially fluid-like body of sediment with a high concentration underwent solidification in the course of flowage, eventually coming to an abrupt stop or "freezing".
期刊论文(54)
专著(0)
科研奖励(0)
会议论文
Instability of fluid-granular soil systems subjected to dynamic environmental loading
动态环境荷载作用下流体-颗粒土壤系统的不稳定性
DOI: --
发表时间: 2002
期刊: Proc.5^<th> Taiwan-Japan Joint Seminar on Natural Hazards Mitigation, Taiwan
影响因子: --
作者: [Sekiguchi, H., Sassa, S., Li, F.]
通讯作者: F.
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
水中堆積物の重力流れと凝固・堆積過程の観察
水下沉积物重力流和凝固/沉积过程的观测
DOI: --
发表时间: 2004
期刊: 海岸工学論文集(土木学会) 51
影响因子: --
作者: [宮本順司, 佐々真志, 徳山領一, 関口秀雄]
通讯作者: 関口秀雄
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
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