文章摘要
王辉,陈卫忠,李廷春,王清标.地下工程智能连续优化方法的实现Ⅱ:大型地下厂房空间分布优化研究[J].水利学报,2014,45(2):
地下工程智能连续优化方法的实现Ⅱ:大型地下厂房空间分布优化研究
Implementation of the intelligent and continuous optimization method inunderground engineering,PartⅡ:On the optimization of spatial distribution of large-scale underground powerhouse
  
DOI:
中文关键词: 地下工程  优化分析  蠕变
英文关键词: underground engineering  optimization analysis  creep
基金项目:
作者单位
王辉 山东科技大学资源与土木工程系山东泰安271019 
陈卫忠 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 
李廷春 山东科技大学山东省土木工程防灾减灾重点实验室山东青岛266510 
王清标 山东科技大学资源与土木工程系山东泰安271019 
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中文摘要:
      基于修正的Rabotnov损伤理论,建立了适合于依托工程岩体的非线性蠕变损伤本构模型,利用白云质灰岩室内三轴蠕变试验结果对本构方程进行了参数识别;将该模型编入到ABAQUS子程序进行二次开发,对变质灰岩室内三轴蠕变试验过程进行三维数值仿真,数值计算得到的流变时程曲线与试验曲线较为一致。将文章第Ⅰ部分实现的地下工程“智能连续”优化方法应用于四川大渡河猴子岩水电站地下厂房合理空间分布优化中,建立考虑围岩体流变特性、地下厂房分步开挖及其支护体系的参数化模型,通过优化分析得到适合于工程建设的最优空间分布施工方案,并将优化方案与设计方案计算结果进行对比,验证了优化方案的合理性。
英文摘要:
      Based on the modified Rabotnov damage theory, a nonlinear creep damage constitutive model of rock mass has been established for a supported project. The parameters of the constitutive model were identified by means of the laboratory triaxial creep test result of dolomitic limestone. Meanwhile, the nonlinear creep damage model was programmed into the subroutine of ABAQUS to make secondary development, by which the laboratory triaxial creep test process of metamorphic limerock was simulated. The creep time-history curve obtained by the numerical simulation is consistent with the test curve well. Then, the intelligent and continuous optimization method of underground engineering which had been realized in part I of this paper series was applied to the reasonable spatial distribution optimization for underground powerhouse of Houziyan hydropower station in the Dadu River of Sichuan Province. A parametric model has been established, which considers the creep property of surrounding rock, stepped excavation of underground powerhouse and the supporting system. Through optimization analysis, it is obtained the best space distribution scheme suitable for engineering construction. Comparison of the calculation results between optimization scheme and designed one,the rationality of the optimization scheme has been verified.
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