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基于ABAQUS的内河航道岸坡稳定性分析
引用本文:程曦,王元战,马殿光,肖忠,郝林南.基于ABAQUS的内河航道岸坡稳定性分析[J].水道港口,2012,33(2):152-158.
作者姓名:程曦  王元战  马殿光  肖忠  郝林南
作者单位:1. 天津大学建筑工程学院天津市港口与海洋工程重点实验室,天津,300072
2. 交通运输部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津,300456
基金项目:国家自然科学基金,天津市科技支撑计划重点项目,交通运输部科技项目
摘    要:通过采用ABAQUS有限元软件进行数值模拟,主要研究了考虑稳定渗流和波浪力作用下内河航道岸坡的稳定性。根据广西壮族自治区右江上游那吉库区岸坡整治工程数值模拟研究项目的要求,分别对岸坡在稳定渗流、波浪力和两者共同作用下的情况建立了数值模型,分析不同工况下岸坡的稳定性;并采用强度折减法求得安全系数,将结果与基于传统极限平衡理论的Morgenstern-Price法进行对比,来验证其可靠性。

关 键 词:边坡稳定  有限元数值模拟  渗流  波浪力  强度折减

Analysis of inland river waterway slope stability through ABAQUS
CHENG Xi , WANG Yuan-zhan , MA Dian-guang , XIAO Zhong , HAO Lin-nan.Analysis of inland river waterway slope stability through ABAQUS[J].Journal of Waterway and Harbour,2012,33(2):152-158.
Authors:CHENG Xi  WANG Yuan-zhan  MA Dian-guang  XIAO Zhong  HAO Lin-nan
Institution:1(1.School of Civil Engineering,Tianjin Key Laboratory of Port and Ocean Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Research Institute for Water Transport Engineering,Key Laboratory of Engineering Sediment,Ministry of Transport,Tianjin 300456,China)
Abstract:Inland river waterway slope stability under seepage and wave pressure was mainly researched in this paper.The ABAQUS finite element program was adopted to carry out numerical simulations.Numerical models were set up for slope under different conditions of steady seepage,wave pressure and their combination to analyze the slope stability,and the strength reduction FEM was also used to get the safety factor.Meanwhile,the results were compared with Morgenstern-Price method based on the traditional limit equilibrium theory to verify its accuracy.
Keywords:slope stability  FEM numerical simulation  seepage  ship wave pressure  strength reduction
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