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机译:耦合横截面形状和负荷减小对考虑土壤 - 结构相互作用的高填充切割隧道的效果
College of Civil Engineering Lanzhou Jiaotong Univ. Lanzhou Gansu 730070 China;
College of Civil Engineering Lanzhou Jiaotong Univ. Lanzhou Gansu 730070 China;
Harold Hamm School of Geology and Geological Engineering Univ. of North Dakota 81 Cornell St. Stop. 8358 Grand Forks ND 58202;
College of Civil Engineering Lanzhou Institute of Technology Lanzhou Gansu 730050 China;
National and Provincial Joint Engineering Laboratory of Road & Bridge Disaster Prevention and Control Lanzhou Jiaotong Univ. Lanzhou Gansu 730070 China;
National and Provincial Joint Engineering Laboratory of Road & Bridge Disaster Prevention and Control Lanzhou Jiaotong Univ. Lanzhou Gansu 730070 China;
High-filled cut-and-cover tunnel (HFCCT); Load reduction; Cross-sectional modification; Soil-structure interaction; Lining structure;
机译:基于离散元件法的高填充切割隧道结构形状对大气压接地压力的影响
机译:离散单元法研究膨胀聚苯乙烯和土工格栅对减轻高填方覆盖隧道荷载的影响
机译:对土壤蠕变的高填充切割隧道负荷减少的演变
机译:土与结构相互作用的可塑性在挖填隧道中的应用
机译:部分饱和土壤中土-结构相互作用的热-孔-机械-轴对称有限元建模。
机译:腕管横切面的主题特定有限元分析以检查响应于腕弓载荷的隧道面积变化
机译:采用分立元素法分析高填充剪切隧道的时间依赖性土壤行为
机译:通过跟踪支持系统进行交互和负载转移。第一部分,一维,二维和三维非线性土 - 结构相互作用有限元程序和验证