Journal ArticleDOI
Similarity Solution for the Synchronous Grouting of Shield Tunnel Under the Vertical Non-Axisymmetric Displacement Boundary Condition
Jinfeng Zou,Songqing Zuo +1 more
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In this paper, the synchronous grouting process of shield tunnel was simplified as the cylindrical expansion problem, which was based on the mechanism between the slurry and stratum of the synchronized grouting.Abstract:
Similarity solution is investigated for the synchronous grouting of shield tunnel under the vertical non-axisymmetric displacement boundary condition in the paper. The synchronous grouting process of shield tunnel was simplified as the cylindrical expansion problem, which was based on the mechanism between the slurry and stratum of the synchronous grouting. The stress harmonic function on the horizontal and vertical ground surfaces is improved. Based on the virtual image technique, stress function solutions and Boussinesq's solution, elastic solution under the vertical non-axisymmetric displacement boundary condition on the vertical surface was proposed for synchronous grouting problems of shield tunnel. In addition, the maximum grouting pressure was also obtained to control the vertical displacement of horizontal ground surface. The validity of the proposed approach was proved by the numerical method. It can be known from the parameter analysis that larger vertical displacement of the horizontal ground surface was induced by smaller tunnel depth, smaller tunnel excavation radius, shorter limb distance, larger expansion pressure and smaller elastic modulus of soils.read more
Citations
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Journal ArticleDOI
An efficient reliability method combining adaptive Support Vector Machine and Monte Carlo Simulation
Qiujing Pan,Daniel Dias +1 more
TL;DR: This work develops an efficient reliability method which takes advantage of the Adaptive Support Vector Machine (ASVM) and the Monte Carlo Simulation (MCS), leading to accurate estimation of failure probability with rather low computational cost.
Journal ArticleDOI
Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces
Qiujing Pan,Daniel Dias +1 more
TL;DR: In this paper, a 3D steady-state seepage field obtained numerically is used to interpolate hydraulic heads of the 3D collapse mechanism and seepages force is incorporated into this predicting model by directly considering it as a body force.
Journal ArticleDOI
A literature review on properties and applications of grouts for shield tunnel
TL;DR: In this paper, the main performance defects of grouts for shield tunnel were as follows: lime-based grouts had low strength, cement-based girders had poor fluidity, and double liquid groughs had poor durability.
Journal ArticleDOI
Safety factor assessment of a tunnel face reinforced by horizontal dowels
Qiujing Pan,Daniel Dias +1 more
TL;DR: In this article, the kinematic approach in combination with the strength reduction technique is employed to evaluate the safety factor of a reinforced tunnel face, and the discretization technique is extended to generate the failure mechanism for a realistic tunnel face shape.
Journal ArticleDOI
A new procedure for ground response curve (GRC) in strain-softening surrounding rock
Jin-feng Zou,Chao Li,Feng Wang +2 more
TL;DR: In this article, a new procedure for the ground response curve (GRC) is investigated in strain-softening surrounding rock for a circular opening, where the plastic region is divided into a finite number of concentric annuli, whose thickness is uniformly determined by a small radius increment.
References
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Journal ArticleDOI
Analytical Prediction for Tunneling-Induced Ground Movements in Clays
N. Loganathan,Harry G. Poulos +1 more
TL;DR: In this paper, the authors proposed a design practice to predict tunneling-induced ground deformation based on empirical methods that are subjected to some important limitations, such as the limitation that empirical methods are not suitable for tunneling deformation prediction.
Journal ArticleDOI
Analysis of undrained soil deformation due to ground loss
TL;DR: In this paper, closed form solutions for obtaining the strain field in an initially isotropic and homogeneous incompressible soil due to near-surface ground loss are presented for some typical problems, such as soft ground tunnelling and pile driving.
Journal ArticleDOI
Surface settlements due to deformation of a tunnel in an elastic half plane
Arnold Verruijt,J. R. Booker +1 more
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