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[1]Zhang Pingping, Yin Ringshen, Lei Mingfeng, Yang Weichao, Deng E*.Instability Mode Analysis of Surrounding Rocks in Tunnel Blasting Construction with Thin Bedrock Roofs[J].Geotechnical and Geological Engineering, 2018, 36 (4) : 2565-2576.
[2]Yin Rongshen, Zhang Pingping, Lei Mingfeng*, Deng E, Yang Weichao.Flow structure and aerodynamic behavior evolution during train entering tunnel with entrance in crosswind[J].Journal of Wind Engineering and Industrial Aerodyn, 2018, 175: 229-243.
[3]et al, LEI MF, SHI CH, CAO CY.Squeezing failure of tunnels: A case study[J].Tunnelling and Underground Space Technology, 2018, 77: 188-203.
[4]et al, LEI MF, SHI CH, CAO CY.Deformation Characteristics and Countermeasures of shallow and Large-span Tunnel Under-crossing the Existing Highway in Soft Soil: a Case Study[J].KSCE Journal of Civil Engineering, 2018, 22 (8) : 3170-3181.
[5]et al, LEI MF*, CAO CY, SHI CH.Sealant Performance Test and Stress–Seepage Coupling Model for Tunnel Segment Joints[J].Arabian Journal for Science and Engineering, 2018
[6]WC, JJ*; Yang, CH; Ma, DY; Shi, MF#; Lin, Lei.A Structural Calculation Model of Shield Tunnel Segment: Heterogeneous Equivalent Beam Model[J].ADVANCES IN CIVIL ENGINEERING, 2018
[7]XN, WC; Yu, JJ*; Yang, CH; Ma, JW; Shi, DY; Liu, MF#; Lin, Lei.Modified chloride diffusion model fir concrete under the coupling effect of mechanical load and chloride salt environment[J].AIP ADVANCES, 2018, 8 (3)
[8]Lei MF*, Cao CY, Shi CH.An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory[J].KSCE JOURNAL OF CIVIL ENGINEERING, 2017, 21 (5) : 1933-1944.
[9]PENG LM, LEI MF*, CAO CY, SHI CH.Construction technology for a shallow-buried underwater interchange tunnel with a large span[J].Tunneling and Underground Space Technology, 2017, 70: 317-329.
[10]Cao Chengyong, Liu Yao, Lei Mingfeng*.Design Method of Slurry Volume–Weight in Trenching Construction of Underground Diaphragm Wall in Soft Stratum[J].Geotech Geol Eng, 2017, 35: 2697–2704.
[11]Mingfeng Lei, Chenghua Shi*, Limin Peng, Ning Liu*.Experimental and model study on dynamic behaviour and fatigue damage of tunnel invert[J].Construction and Building Materials, 2016, 126: 777-784.
[12]et al, LEI MF*, CAO CY, SHI CH.Face stability analysis of shallow underwater tunnels in fractured zones[J].Arabian Journal of Geosciences, 2016, 9: 24-1-24-11.
[13]LEI MF*, LONG GC, CAO CY, LONG M, SHI CH.Mechanical property test and analytical method for reactive powder concrete columns under eccentric compression concrete columns[J].KSCE Journal of Civil Engineering, 2016, 21: 1307-1318.
[14]et al, LEI MF*, CAO CY, SHI CH.Optimal design and dynamic control of construction dewatering with the consideration of dewatering process[J].KSCE Journal of Civil Engineering, 2016 (21) : 1161-1169.
[15]et al, LEI MF*, CAO CY, SHI CH.Effects of lateral unloading on the mechanical and deformation performance of shield tunnel segment joints[J].Tunnelling and Underground Space Technology, 2016, 51: 175-188.
[16]et al, YANG WC*, LIN DY, LEI MF.Model test to investigate the failure mechanism and loading characteristics of shallow-bias tunnels with small clear distance[J].Journal of Central South University, 2016, 23 (12) : 3312-3321.
[17]Joshua Omer, Mingfeng Lei*.Study on train vibration response and cumulative deformation of double arch tunnel in Kast foundation[J].Geotechnical and Geological Engineering, 2015, 33 (3) : 549-558.
[18]Shen Jiajia, Peng Limin, Lei Mingfeng*, Cao Chengyong, Shi Chenghua.Time-dependent performance and constitutive model of EPDM rubber gasket used for tunnel segment joints[J].Tunnelling and Underground Space Technology, 2015, 50: 490-498.
[19]et al, Shi Chenghua*, Peng Limin, Lei Mingfeng.Upper bound analytical solution for surrounding rock pressure of shallow unsymmetrical loading tunnels[J].Journal of Central South University, 2015, 22 (6) : 2339-2347.
[20]Chenghua Shi*, Limin Peng, Mingfeng Lei.Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading[J].Tunnelling and Underground Space Technology, 2015, 46: 64-75.
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