机译:考虑到延迟安装衬里的寒冷地区深隧道土壤衬里相互作用的分析解决方案
School of Civil Engineering Harbin Institute of Technology Harbin 150090 China|State Key Laboratory for Geomechanics and Deep Underground Engineering Xuzhou 221008 China;
School of Civil Engineering Harbin Institute of Technology Harbin 150090 China;
School of Civil Engineering Harbin Institute of Technology Harbin 150090 China|State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China;
School of Civil Engineering Harbin Institute of Technology Harbin 150090 China;
State Key Laboratory for Geomechanics and Deep Underground Engineering Xuzhou 221008 China|Railway Engineering Research Institute China Academy of Railway Sciences Corporation Beijing 100081 China|Beijing Tieke Special Engineering Technology Corporation Limited Beijing 100081 China;
Railway Engineering Research Institute China Academy of Railway Sciences Corporation Beijing 100081 China|Beijing Tieke Special Engineering Technology Corporation Limited Beijing 100081 China;
Analytical solution; Deep tunnels in cold regions; Frost heaving pressure; Orthogonal experiment; Soil-lining interaction;
机译:考虑渗流场的深埋圆形TBM隧洞衬砌外部应力分析
机译:考虑到渗流场的深埋圆形TBM隧道衬砌外部应力的分析解决方案
机译:考虑渗流压力,灌浆和衬砌的深圆形隧道统一解析解决方案
机译:固结对隧道内衬相互作用的影响
机译:分析隧道的初始应力,长期变形和岩衬相互作用。
机译:激活级联的线性模型:延迟信号传导的解析解和粗粒度
机译:寒冷地区隧道衬砌结构逐渐恶化研究冻融循环