Search Results - "Lei, Mingfeng"
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1
Squeezing failure of tunnels: A case study
Published in Tunnelling and underground space technology (01-07-2018)“…The Laodongshan Tunnel, as a part of Guangtong-Kunming railway in China is one of the most important connections in the whole railway line. The large…”
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2
Improved analytical method for evaluating the responses of a shield tunnel to adjacent excavations and its application
Published in Tunnelling and underground space technology (01-04-2020)“…•An improved analytical method for evaluating the responses of shield tunnel due to adjacent excavation is proposed.•The proposed method is verified by three…”
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3
Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading
Published in Tunnelling and underground space technology (01-02-2015)“…•The similitude criterion of model was derived from similarity theory.•The experimental program was planned in detail.•The mechanical characteristics of rock…”
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4
Soil-water inrush induced shield tunnel lining damage and its stabilization: A case study
Published in Tunnelling and underground space technology (01-03-2020)“…•Shield tunnel lining damage induced by soil-water inrush is studied.•Numerical simulation matches with field results reasonably.•Strength reduction method…”
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5
Effects of lateral unloading on the mechanical and deformation performance of shield tunnel segment joints
Published in Tunnelling and underground space technology (01-01-2016)“…•A hybrid model considering the non-continuity of shield tunnel was established.•Effects of lateral unloading on stress and deformation state of tunnel joints…”
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6
Probabilistic evaluation for excavation-induced longitudinal responses of existing shield tunnel in spatially random soils
Published in Computers and geotechnics (01-03-2024)“…The inherent spatial variability of soil properties has a non-negligible effect on the geo-structures system. The quantitative evaluation on the uncertainty of…”
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Function mechanism and analytical method of a double layer pre-support system for tunnel underneath passing a large-scale underground pipe gallery in water-rich sandy strata: A case study
Published in Tunnelling and underground space technology (01-09-2021)“…•The function mechanism of DLPS is explored.•Deformation transferring path, working state, and failure modes are analyzed.•The mechanical model was established…”
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8
Tensile Performance Test Research of Hybrid Steel Fiber-Reinforced Self-Compacting Concrete
Published in Materials (27-01-2023)“…Notched beam specimens were loaded by the three-point bending test device, and the effects of different volume contents and combinations of steel fibers on the…”
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9
Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model
Published in Tunnelling and underground space technology (01-07-2022)“…•Previous studies are mostly carried out within the framework of elastic/plastic theory.•An innovative modelling procedure is proposed considering concrete…”
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10
Sealant Performance Test and Stress–Seepage Coupling Model for Tunnel Segment Joints
Published in Arabian journal for science and engineering (2011) (01-05-2019)“…Although the sealant performance of segment joints has an important influence on the durability of shield tunnels, it is rarely discussed theoretically. In…”
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11
Construction technology for a shallow-buried underwater interchange tunnel with a large span
Published in Tunnelling and underground space technology (01-11-2017)“…The construction of underwater tunnels has become a major method for enabling transportation across rivers in cities. In this paper, several innovative ideas…”
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12
Field test and numerical reconstitution of natural winds at the tunnel entrance section of high-speed railway
Published in International journal of numerical methods for heat & fluid flow (05-01-2023)“…Purpose The purpose of this paper is to understand the natural wind field characteristics of the tunnel entrance section and analyzing the aerodynamic…”
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13
Waterproof Performance of Sealing Gasket in Shield Tunnel: A Review
Published in Applied sciences (01-05-2022)“…Rubber gaskets are commonly adopted as the waterproof component in shield tunnels for their outstanding sealing performance. The contact pressure between…”
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14
Pseudo-dynamic analysis of three-dimensional active earth pressures in cohesive backfills with cracks
Published in Soil dynamics and earthquake engineering (1984) (01-11-2021)“…Most of the existing studies on seismic active earth pressure evaluation use a pseudo-static method to consider seismic actions and are carried out under…”
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15
Novel Reinforcing Techniques and Bearing Capacity Analysis for Tunnel Lining Structures with Extensive Corrosion
Published in Materials (04-04-2023)“…Affected by the erosive environment, tunnel lining concrete in the long-term service zprocess often exhibits engineering diseases such as concrete corrosion…”
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16
Calculation Model of Supporting System for Tunnel Under Shallow and Weak Surrounding Rock Considering the Synergistic Effects
Published in Geotechnical and geological engineering (01-04-2020)“…In order to give full play to the bearing capacity of the various components of a tunnel supporting system under shallow and weak surrounding rocks, a study is…”
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17
Study on Train Vibration Response and Cumulative Deformation of Double Arch Tunnel in Kast Foundation
Published in Geotechnical and geological engineering (01-06-2015)“…Using a dynamic finite difference method, the dynamic response of double arch tunnel in Kast region of Baiyunshan tunnel on the Yichang–Wanzhou railway in…”
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18
Ultimate Support Pressure Determination for Shield Tunnel Faces in Saturated Strata Based on Seepage Flow Control
Published in Applied sciences (01-08-2024)“…Existing methods for calculating the ultimate support pressure of tunnel faces do not consider the control of seepage flow. Therefore, a model for calculating…”
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19
Dewatering Characteristics and Inflow Prediction of Deep Foundation Pits with Partial Penetrating Curtains in Sand and Gravel Strata
Published in Water (Basel) (01-10-2019)“…The dewatering of deep foundation pits excavated in highly permeable geology usually requires waterproofing technologies to relieve groundwater flow. However,…”
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20
Laboratory study and constitutive modeling of time-dependent properties of a naturally filled discontinuity
Published in Geomechanics and geophysics for geo-energy and geo-resources. (01-12-2023)“…Time-dependent properties of naturally filled discontinuities play a critical role in ensuring the long-term stability of tunnels. This study developed a novel…”
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