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基于参数化训练模型的边坡强度折减法研究
引用本文:裴国平,陈培帅.基于参数化训练模型的边坡强度折减法研究[J].山西建筑,2012,38(21):101-103.
作者姓名:裴国平  陈培帅
作者单位:1. 中冶集团武汉勘察研究院有限公司,湖北武汉,430080
2. 中交二航局技术中心,湖北武汉,430040
摘    要:依托ABAQUS大型有限元程序,以坡体塑性区贯通和关键点位移突变为失稳判据,实现边坡强度折减法的参数化训练模型,计算了一个边坡算例,通过与Bishop极限平衡法计算结果的对比,验证了参数化训练模型的有效性和准确性,最后将研究成果应用于谷竹高速公路某段边坡,对坡体的安全性进行了分析,并提出了相关建议。

关 键 词:强度折减法  边坡  ABAQUS  参数化训练模型

Research on side slope strength reduction method based on parametric training model
PEI Guo-ping,CHEN Pei-shuai.Research on side slope strength reduction method based on parametric training model[J].Shanxi Architecture,2012,38(21):101-103.
Authors:PEI Guo-ping  CHEN Pei-shuai
Affiliation:1.Wuhan Survey Institute Co.,Ltd,China Metallurgy Group,Wuhan 430080,China; 2.China Transportation 2nd Flight Bureau Technology Center,Wuhan 430040,China)
Abstract:Based on ABAQUS large-scale finite element program,taking slope plasticity interpenetration and critical point displacement sudden change as the instability basis,the paper realizes the parametric training model of slope strength reduction method,calculates the side slope algorithm,compares it with the Bishop limit balance calculation method,and testifies the effectiveness and accuracy of parametric training model.In the end,it applies the research result into one side slope section of Gu-Zhu highway,and analyzes the security of the slope,and puts forward corresponding suggestions.
Keywords:strength reduction method  side slope  ABAQUS  parametric training model
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