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地震荷载作用下海底管线的动力反应分析

ISSN号：1000-6915
期刊名称：岩石力学与工程学报
时间：0
页码：3798-3806
语言：中文
分类：TU279.76[建筑科学—建筑设计及理论]
作者机构：[1]大连理工大学土木水利学院岩土工程研究所,辽宁大连116024, [2]大连理工大学海岸和近海工程国家重点实验室,辽宁大连116024, [3]中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉430071
相关基金：国家自然科学基金重点基金资助项目（50439010,50639010）;国家自然科学基金资助项目（50579006）;教育部科学技术研究项重大项目（305003）
相关项目：海洋土的工程特性及其地基的变形机理研究

关键词：岩土工程, 海底管线, 孔隙水压力, 地震荷载, 黏弹性人工边界, geotechnical engineering, submarine pipeline, pore water pressure, seismic loading, viscoelastic artificial boundary

中文摘要：

地震荷载作用下海床中的孔隙水压力与有效应力是影响海底管线稳定性的主要因素。然而在目前的海床动力响应分析中一般将管线假定为刚性，并不能合理地考虑海床与管线的相互作用效应，同时也没有考虑地震荷载作用下海床边界的等效处理。为此，基于Biot动力固结理论建立海床一管线相互作用的计算模型，以大型有限元软件ADINA为平台对E1 Centro地震波作用下的海底管线的动力响应以及管线周围土体的孔隙水压力变化规律进行分析，讨论不同的管线半径、管线壁厚和土性参数对计算结果的影响。在数值计算过程中引入黏弹性人工边界，有效地模拟散射波由有限域到无限域的传播，较为实际地反映在地震波作用下海底管线的动力响应问题。

英文摘要：

Seismic-induced pore water pressure and effective stresses in the saturated porous seabed under seismic loading are the main factors that govern the overall stability of submarine pipelines. In most of the previous investigations of dynamic response of seabed, the pipeline is taken as to be rigid and generally the interaction between seabed and pipeline is overlooked. The equivalent disposal of seabed boundary also has not been taken into consideration. Therefore, the model of the seabed-pipeline interaction is established based on the Biot＇s theory of consolidation. The distribution of the seismic-induced pore water pressure along the pipeline outer surface and the dynamic response of submarine pipeline along the pipeline inner and outer surface under E1 Centro seismic wave are studied with ADINA. The effects of variable pipeline radius and pipeline wall thickness, variable soil modulus and soil permeability on the seismic-induced pore water pressure and internal stresses of submarine pipeline are discussed. Through numerical analysis, viscoelastic artificial boundary is taken into account to simulate the transmission of seismic wave from finite region to infinite region effectively. It actually shows the validity and accuracy of dynamic response of submarine pipeline under seismic loading.

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