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振动孔压增量模型在ABAQUS软件中的实现
引用本文:龙慧,陈国兴,庄海洋,陈磊.振动孔压增量模型在ABAQUS软件中的实现[J].土木工程学报,2011(Z2).
作者姓名:龙慧  陈国兴  庄海洋  陈磊
作者单位:南京工业大学岩土工程研究所;
基金项目:国家自然科学基金(90715018,50808100); 国家交通运输部西部科技项目(2009318225100); 江苏省高校自然科学重大基础研究项目(08KJA560001)
摘    要:将依据动三轴试验建立的饱和南京细砂孔压增量模型三维化,嵌入到基于ABAQUS软件开发的修正的Davidenkov黏弹性本构模型模块中,以外挂FORTRAN子程序的方式,完成三维振动孔压增量模型在ABAQUS软件中的二次开发。对简单应力状态和复杂应力状态下的可液化地基进行数值模拟,初步验证该外挂子程序的有效应力分析能力及可靠性,表明该子程序能够较好地模拟液化场地的振动孔压发展过程,能合理地反映场地的地震液化特性和有效应力变化规律,预测场地的地震液化趋势。

关 键 词:有效应力法  场地地震液化  饱和南京细砂  振动孔压增量模型  数值模拟  

The implementation of dynamic pore water pressure incremental model in ABAQUS software
Long Hui Chen Guoxing Zhuang Haiyang Chen Lei.The implementation of dynamic pore water pressure incremental model in ABAQUS software[J].China Civil Engineering Journal,2011(Z2).
Authors:Long Hui Chen Guoxing Zhuang Haiyang Chen Lei
Affiliation:Long Hui Chen Guoxing Zhuang Haiyang Chen Lei (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China)
Abstract:A three-dimensional incremental model is created for dynamic pore water pressure(DPWP) obtained from dynamic triaxial test of saturated Nanjing fine sand.Then,this model is embedded into a three-dimensional Davidenkov viscoelastic constitutive model in ABAQUS.The secondary development of three-dimensional DPWP incremental model was achieved by executing FORTRAN subroutine.After simulating the liquefiable foundation soils under both simple and complex stress conditions,the FORTRAN subroutine is proved to be ...
Keywords:effective stress method  site seismic liquefaction  saturated Nanjing fine sand  DPWP incremental model  numerical simulation  
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