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Keywords: shield
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Proceedings Papers
Surface Settlement Analysis of Double-Line Shield Passing Through a Power Tunnel and Directly Cutting Pile Foundation
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-585
... Abstract Three-dimensional numerical simulation was conducted to investigate the influence of shield directly cutting the pile foundation of surface settlements using the Hangzhou Metro Line 4 shield passing through a power tunnel. The thrust force of the tunnel working face and grouting...
Proceedings Papers
Study on the Evaluation of Adaptability of Shield Machine Type Selection in Coastal Complex Stratum
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-330
... Abstract The design and manufacture of the traditional shield machine not only does not strictly consider the various influencing factors of the shield tunneling but also directly selects the existing shield machine or carries on the adaptive transformation to the existing shield machine...
Proceedings Papers
Model Test on the Synchronous Technology Combining with Shield Tunneling and Segment Assembling Based on the Linear Distribution Principle of the Thrust Force
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-651
... Abstract Herein, we propose synchronous technology combing shield tunneling and segment assembly based on the active closed-loop control of shield propulsion systems to solve the problem of the too-long construction periods for long-distance shield tunnel projects associated with conventional...
Proceedings Papers
Numerical Simulation of Continuous Shield Tunneling Based on a Dynamic Element-Deletion Technology
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-102
... the time-dependent response of soils in front of the excavation face as well as the soil– cutterhead interaction. This study presents a novel FE method to simulate the dynamic and continuous shield-tunneling process. In this method, the state variables are calculated based on either the stress or strain...
Proceedings Papers
Numerical Simulation of New Support Structure for High In-Situ Stress Tunnel of Sichuan—Tibet Railway
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-107
... reservoir geomechanics tunnel conference geologist geological subdiscipline society iop publishing iop conf excavation stiffness geology displacement environmental science 861 lining asian rock mechanic society reservoir characterization calculation deformation shield rheology...
Proceedings Papers
Stability Analysis of Shield Tunnel Face Under Complex Ground Conditions
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-228
... Abstract Current underground space development features ever-increasing scales. More and more planned tunnel lines have alignments that are characterized by varying passing depths. Both conditions make it more frequent that the shield tunnel face is exposed to heterogeneous ground consisting...
Proceedings Papers
Stratigraphic Heterogeneity Inference Under Limited Borehole Data and Massive Tunneling Data During Shield Tunneling Construction: A Semi-Supervised Learning Approach
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-488
... Abstract It's essential to identify the soil distribution for shield tunneling construction, especially in mixed ground conditions. Machine learning models have been conducted to infer the stratigraphic heterogeneity, but mostly relying on the geological survey report. The sparse borehole data...
Proceedings Papers
A New Method of Controlling Excavation Face Balance by Using Cutter Torque Under the Condition of a Small Head Aperture Ratio
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Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-518
.... In this case, some operators of shield machines and large pipe jacking machines in China have begun to use a new method, through which the earth pressure balance state can be controlled by the cutter head torque, instead of the slurry pressure in the head chamber. In this study, we investigate the formation...
Proceedings Papers
Evaluation of Induced Forces on Precast Lining for a Deep Tunnel by Numerical Method
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Paper presented at the ISRM International Symposium - 10th Asian Rock Mechanics Symposium, October 29–November 3, 2018
Paper Number: ISRM-ARMS10-2018-094
... shield construction materials water conveyance tunnel steel bar isrm international symposium sabzkouh water conveyance tunnel water pressure rock mass concrete lining tunnel asian rock mechanics symposium 29 tunnel lining Thickness kazhdomi formation lining Evaluation of Induced Forces...
Proceedings Papers
Estimation Of The Required Thrust For Tunnel Excavation By Using 3D Numerical Modeling - A Case Study Of The Beheshtabad Tunnel
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Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-110
... are investigated. According to these results, if three and ten cm overcutting were performed in the most and least favorable geotechnical condition respectively, double shield TBMs could be used in the 29030-31600 and the 34900-37490 Km of the tunnel. In the 31600-34900 Km, utilization of single and double shield...
Proceedings Papers
State Of The Art And Current Design Approaches In Hard Rock TBM Tunnelling
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Paper presented at the ISRM International Symposium - 5th Asian Rock Mechanics Symposium, November 24–26, 2008
Paper Number: ISRM-ARMS5-2008-090
.... The Gripper TBMs are used in solid rock conditions and the Shielded TBMs (Single or Double Shielded TBMs) are used in stable and unstable rock conditions. The success of each tunnelling system depends on the excavation process, the rock support concept and the mucking system and logistical system...