机译:纵向差分沉降引起的盾构驱动联合隧道的扁平化
Key Laboratory of Ceotechnical and Underground Engineering of Minister of Education, Tongji University, Siping Road 1239, 200092 Shanghai, PR China Department of Ceotechnical Engineering, Tongji University, Siping Road 1239, 200092 Shanghai, PR China;
Key Laboratory of Ceotechnical and Underground Engineering of Minister of Education, Tongji University, Siping Road 1239, 200092 Shanghai, PR China Department of Ceotechnical Engineering, Tongji University, Siping Road 1239, 200092 Shanghai, PR China Room 722, Geotechnical Building, Tongji Univeisity, Siping Road 1239, 200092 Shanghai, PR China;
Key Laboratory of Ceotechnical and Underground Engineering of Minister of Education, Tongji University, Siping Road 1239, 200092 Shanghai, PR China Department of Ceotechnical Engineering, Tongji University, Siping Road 1239, 200092 Shanghai, PR China;
shield-driven tunnel; analytical solution; tunnel lining; longitudinal differential settlement; flattening;
机译:“盾构驱动的地表与明代城市墙沉降的勘犯[隧道。 坦白。 空间技术。 97(2020)103220]
机译:随机森林法预测盾构隧道施工引起的地面沉降的可行性
机译:随机森林方法可行性,以预测屏蔽驱动隧道施工诱导的地面沉降
机译:基于双弹性基梁的盾构隧道纵向沉降接头的计算与分析
机译:盾构隧道对软黏土深基坑的响应。
机译:关于进化混合神经网络方法预测盾构隧道诱导地面沉降的数据
机译:盾构法隧道分段结合二次衬砌开发利用研究