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基于并行计算的盾构隧道施工三维动态仿真
引用本文:丁峻宏,金先龙,郭毅之,沈建奇,杨洪杰.基于并行计算的盾构隧道施工三维动态仿真[J].上海交通大学学报,2007,41(1):131-135.
作者姓名:丁峻宏  金先龙  郭毅之  沈建奇  杨洪杰
作者单位:1. 上海交通大学,机械与动力工程学院,上海,200240
2. 上海隧道工程股份有限公司技术中心,上海,200233
基金项目:国家自然科学基金;上海市科委"登山计划"资助项目
摘    要:以上海地区某双孔盾构隧道中试验段的施工为仿真对象,在现有多种计算方法的基础上,进一步突出盾构机施工工序和细节模拟,建立了大规模的全三维动态仿真模型,最后在高性能计算平台上结合并行求解算法完成了一系列计算.仿真结果显示了施工引起的具体地表三维隆沉情况,通过实测数据验证计算模型的合理性;同时也研究了不同并行求解方案对大规模盾构隧道开挖模拟的影响.

关 键 词:盾构隧道  地表变形  并行算法  高性能计算
文章编号:1006-2467(2007)01-0131-05
修稿时间:2005-11-15

The Three-Dimensional Dynamic Simulation of Shield Tunneling Based on Parallel Computing
DING Jun-hong,JIN Xian-long,GUO Yi-zhi,SHEN Jian-qi,YANG Hong-jie.The Three-Dimensional Dynamic Simulation of Shield Tunneling Based on Parallel Computing[J].Journal of Shanghai Jiaotong University,2007,41(1):131-135.
Authors:DING Jun-hong  JIN Xian-long  GUO Yi-zhi  SHEN Jian-qi  YANG Hong-jie
Institution:1. School of Mechanical Eng. , Shanghai Jiaotong Univ. , Shanghai 200240, China; 2. Technology Center of Shanghai Tunnel Eng. Co. Ltd. , Shanghai 200233, China
Abstract:Aiming at the construction of the testing section for a tunnel in Shanghai,this paper emphasized and expatiated on the simulation of the sequence of shield tunneling procedure based on the current simulation methods.The large-scale three-dimensional dynamic model was established and then calculated on a high-performance computing platform with parallel algorithm.The results show the detailed ground deformation,and validate the rationality of this numerical model with monitoring data.The influence of various solving schemes on calculation efficiency was also investigated.
Keywords:shield tunnel  ground deformation  parallel algorithm  high-performance computing
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