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VARIATION OF THE LOAD ACTING ON ESTABLISHED SHIELD TUNNEL LINING INDUCED BY SETTLEMENT DUE TO CONSOLIDATION OF GROUND

机译：由于巩固地面沉降诱导型盾构隧道衬砌的负荷变化

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Takeru ARIIZUMI; Hiromasa IGARASHI; Shunsuke KANEKO; Hideki NAGATANI; Takeshi YAMAZAKI; Osamu KUSAKABE;
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1. Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling [J] . Shao-hua LI, Ming-ju ZHANG, Peng-fei LI 浙江大学学报（英文版）（A辑：应用物理和工程） . 2021,第004期

机译：弯曲屏蔽隧道隧道地面损耗和施工载荷引起的地面沉降的分析解决方案
2. Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by FEM) [J] . Katebi H., Rezaei A. H., Hajialilue-Bonab M., Tunnelling and underground space technology . 2015,第juna期

机译：评估地层，隧道和地面建筑物规格对盾构隧道衬砌载荷的影响（通过FEM）
3. Observed Ground Pressure Acting on the Lining of a Large-Diameter Shield Tunnel in Sandy Stratum under High Water Pressure [J] . Xue Li, Shunhua Zhou, Honggui Di Advances in civil engineering . 2020,第1期

机译：观察到在高水压下砂岩大直径盾构隧道衬砌的地面压力
4. Effect of Soil Spatial Variability on Ground Settlement Induced by Shield Tunnelling [C] . Li Xiao, Hongwei Huang, Jie Zhang Sessions of Geo-Risk . 2017

机译：土壤空间变异性对盾构施工引起的地面沉降的影响
5. GROUND MOVEMENTS AROUND MODEL TUNNELS IN SAND (SETTLEMENTS, SHIELD, PHOTOGRAMMETRY). [D] . HONG, SUNG WAN. 1984

机译：沙地模型隧道周围的地面运动（沉降，屏蔽，照相）。
6. Data on evolutionary hybrid neural network approach to predict shield tunneling-induced ground settlements [O] . Kun Zhang, Hai-Min Lyu, Shui-Long Shen, 2020

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
7. AN ANALYTICAL STUDY OF THE LONG-TERM LOAD ACTING ON SHIELD TUNNEL IN A CONSOLIDATING SOFT CLAY [O] . Takeru ARIIZUMI, Shunsuke KANEKO, Yukio ENYA, 2005

机译：巩固软粘土中屏蔽隧道长期荷载作用的分析研究

VARIATION OF THE LOAD ACTING ON ESTABLISHED SHIELD TUNNEL LINING INDUCED BY SETTLEMENT DUE TO CONSOLIDATION OF GROUND

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