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高速公路加筋土体的滑移变形过程模拟
引用本文:罗卫华. 高速公路加筋土体的滑移变形过程模拟[J]. 湖南大学学报(自然科学版), 2010, 37(8): 12-16
作者姓名:罗卫华
作者单位:湖南省高速公路管理局,湖南,长沙,410001
基金项目:国家863计划资助项目 
摘    要:
首先分析了加筋土颗粒接触面处的单元剪切刚度矩阵,并考虑土体剪切破坏的应力特点,引入莫尔库伦强度准则对加筋土体的微元强度进行度量,从而建立了模拟加筋土体滑移变形过程的统计损伤本构模型.在此基础上,进而提出一种较完备的,且参数少、物理意义明确的模型参数确定方法.最后,通过与常规直剪试验曲线的对比分析,发现该模型能够模拟加筋土体的滑移变形特性,并进而探讨了土体抗剪强度随法向应力的变化规律,从而验证了模型的合理性.

关 键 词:土力学  接触面  刚度矩阵  统计损伤  剪切本构关系

Simulation of the Slipping Deformation Process of Reinforced Soil in Expressways
LUO Wei-hua. Simulation of the Slipping Deformation Process of Reinforced Soil in Expressways[J]. Journal of Hunan University(Naturnal Science), 2010, 37(8): 12-16
Authors:LUO Wei-hua
Affiliation:LUO Wei-hua(Hunan Expressway Administration Bureau,Changsha,Hunan 410001,China)
Abstract:
Firstly,the shear element stiffness matrix of contact surface for reinforced soil-structure was analyzed,the failure characteristics of shear stress were considered,the Mohr-Coulomb strength criterion was considered to measure microcosmic element strength of reinforced soil,and a statistical damage constitutive model for the simulating process of reinforced soil slipping deformation was established.Secondly,on the basis of this,a comprehensive approach to determine model parameters was proposed,and this mod...
Keywords:soil mechanics  interface  stiffness matrix  statistical damage  shear constitutive relationship  
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