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Analysis of Shear Stagger Deformation of Existing Shield Tunnel below Induced by Quasirectangular Shield Tunneling

open access: yesGeofluids, 2023
To use urban underground space more efficiently is a research hotspot of urban underground development. Compared with conventional circular tunnels, quasirectangular tunnels have the characteristics of larger space utilization and higher economic ...
Kun Zhang   +4 more
doaj   +2 more sources

Analysis of parameters for large cross-section quasi-rectangular EPBM in water-rich sandy strata [PDF]

open access: yesScientific Reports
Water-rich sandy stratum, characterized by high permeability, low cohesion, and strong fluidity, poses critical challenges for large-section quasi-rectangular Earth Pressure Balance Shield Machine tunneling.
Shi-ju Ma   +4 more
doaj   +2 more sources

An analysis of interaction of deep buried close approaching multi-line parallel shield tunneling

open access: yesShuiwen dizhi gongcheng dizhi, 2021
Construction of a second shield tunnel in shallow soft strata may reduce the safety of the first shield tunnel, especially when the clear spacing is very small.
Zhao FU   +4 more
doaj   +1 more source

Temporal variation laws of longitudinal stress on cross section of shield tunnels

open access: yesYantu gongcheng xuebao, 2021
The longitudinal stress acting on the cross section of shield tunnels will affect the waterproof properties of the segments and the stiffness of the circumferential joints, which will thus affect the development trend of the longitudinal nonuniform ...
LIU Xian 1, YANG Zhen-hua 1, MEN Yan-qing 2
doaj   +1 more source

Numerical simulation by the explicit-MPS method for agitation torque of Newtonian fluid

open access: yesNihon Kikai Gakkai ronbunshu, 2023
Numerical simulation was conducted in this study to calculate the agitating torque of the high viscosity Newtonian fluid by the explicit-MPS method using virtual boundary particles for the agitating container and the agitating flapper.
Atsushi KAGAWA, Yoshihide SUWA
doaj   +1 more source

Study on characteristic of fluid soil in the chamber of EPB shield

open access: yesNihon Kikai Gakkai ronbunshu, 2021
The visualization system has been developed to control the fluidity of the excavated soil in the chamber of the EPB shield in real time during the shield advance.
Atsushi KAGAWA, Yoshihide SUWA
doaj   +1 more source

Agitating tests of fluid soil admixed with foam in the chamber of EPB shield

open access: yesNihon Kikai Gakkai ronbunshu, 2022
The visualization system of soil fluidity in the chamber of EPB (Earth Pressure Balanced) shield has been developed to maintain appropriate fluidity of the excavated soil in real time during the shield advance under the tunnel construction.
Atsushi KAGAWA, Yoshihide SUWA
doaj   +1 more source

A New Design Method of Shield Tunnel Based on the Concept of Minimum Bending Moment

open access: yesApplied Sciences, 2022
As the soil-resistance coefficient in a soft soil area is small, overlarge bending moment may cause exceeding transverse deformation for the shield tunnel and cause structural diseases and waterproof failure at the longitudinal segment joints.
Dawei Huang   +5 more
doaj   +1 more source

Study for Longitudinal Deformation of Shield Tunnel in Side of Foundation Pit Based on Virtual Image Technique

open access: yesApplied Sciences, 2022
A prediction model of enclosure structure deformation caused by the excavation of foundation pit is established. Based on the virtual image technique, the soil deformation caused by sidewall deformation is calculated.
Zhe Wang   +4 more
doaj   +1 more source

Centrifuge model test of parallel shield underneath high-speed railway tunnel [PDF]

open access: yesArchives of Civil Engineering, 2022
In order to study the ground disturbance and the influence relationship between the two tunnels during the construction of the new shield tunnel undercrossing the existing high-speed railway tunnel, the centrifuge test was used to simulate the ...
Ruizhen Fei   +4 more
doaj   +1 more source

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