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THE LOOSING PHENOMENON IN THE SAND GROUND BY EXCAVATION OF CLOSE PARALLEL SHIELD TUNNELS

机译：通过挖掘近距离屏蔽隧道挖掘沙地上的失去现象

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Hitoshi TAJIMA; Takahiro ISHIDA; Masayuki SAITOH; Yasunori KOBAYASHI; Yasuhiro NAKANISHI; Akio ICHIKAWA; Kazuo NISHIMURA;
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2. Excavation Face Stability of Shield Tunneling Closely Under Existing Tunnels: Particle Flow Simulation [J] . Xue Fei, Zhang Mengxi Iranian Journal of Science and Technology, Transactions of Civil Engineering . 2020,第OctaSuppla1期

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机译：裂解浆料 - 土压力平衡屏蔽隧道隧道隧道隧道掘进挖掘表面稳定性和砂流动性影响的实验研究
4. Research on Stability in Metro Tunnel Constructing with Shallow Buried Covered Excavation in Loose Sand Layers [C] . Shen Gang LI, Wen ZHAO, Xiao Li CAI Global Conference on Civil, Structural and Environmental Engineering . 2012

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5. GROUND MOVEMENTS AROUND MODEL TUNNELS IN SAND (SETTLEMENTS, SHIELD, PHOTOGRAMMETRY). [D] . HONG, SUNG WAN. 1984

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6. Analysis of Face Stability during Excavation of Double-O-Tube Shield Tunnel [O] . Yuyou Yang, Qinghong Zhou, Hongan Li, 2013

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8. Measurements of Ground Movements Around Three Tunnels in Loose Cohesionless Soil [R] . Ryley, M. D. , Johnson, P. E. , O'Reilly, M. P. , 1980

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THE LOOSING PHENOMENON IN THE SAND GROUND BY EXCAVATION OF CLOSE PARALLEL SHIELD TUNNELS

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