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机译:对土壤蠕变的高填充切割隧道负荷减少的演变
Southwest Jiaotong Univ Key Lab Transportat Tunnel Engn Minist Educ Chengdu 610031 Sichuan Peoples R China|Lanzhou Jiaotong Univ Coll Civil Engn Lanzhou 730070 Gansu Peoples R China;
Lanzhou Jiaotong Univ Natl & Prov Joint Engn Lab Rd & Bridge Disaster P Lanzhou 730070 Gansu Peoples R China;
Univ North Dakota Harold Hamm Sch Geol & Geol Engn 81 Cornell St Stop 8358 Grand Forks ND 58202 USA;
Lanzhou Jiaotong Univ Coll Civil Engn Lanzhou 730070 Gansu Peoples R China;
Lanzhou Jiaotong Univ Natl & Prov Joint Engn Lab Rd & Bridge Disaster P Lanzhou 730070 Gansu Peoples R China;
Tongji Univ Coll Transportat Engn Dept Urban Rail Transit & Railway Engn Shanghai 201804 Peoples R China;
High-filled cut-and-cover tunnel; Relatively low-compacted soil; Load reduction; Creep; Finite difference method; Vertical earth pressure;
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
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: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:地震作用下土-隧道相互作用的三维非线性分析:隧道安装的影响
机译:机械和火荷载共同作用下E-玻璃/乙烯基酯复合材料的压缩蠕变破裂
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:土壤围岩在持续荷载作用下的长期蠕变。阶段1