刘先峰 教授

博士生导师

硕士生导师

个人信息Personal Information


学历:博士研究生毕业

学位:工学博士学位

性别:

毕业院校:法国南特中央理工大学

学科:交通运输. 土木水利. 道路与铁道工程

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学术论文

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2023

[1]      Pan G, Yuan S, Zheng Y, Tian M, Wang Y, Liu X. Experimental investigation on the effect of initial structure on the water retention behavior of Mile clay[J]. Construction and Building Materials, 2023, 401: 133000. (SCI, EI

[2]      Liu X*, Xiao J, Cai D, et al. Recent advances in subgrade engineering for high-speed railway[J]. Intelligent Transportation Infrastructure, 2023, 2: liad001.

[3]      Sun D, Liu X*, Yuan S, et al. Three-dimensional characterization of cracks in undisturbed Mile expansive soil using X-ray computed tomography[J]. Soils and Foundations, 2023, 63(3): 101282. (SCI, EI

[4]      Zhang Y, Liu X*, Yuan S, et al. Probabilistic stability analysis of qanat tunnels in c-φ soil considering soil spatial variability[J]. European Journal of Environmental and Civil Engineering, 2022: 1-21. (SCI, EI

[5]      Zhang Y, Liu X*, Yuan S, et al. A two-dimensional experimental study of active progressive failure of deeply buried Qanat tunnels in sandy ground[J]. Soils and Foundations, 2023, 63(3): 101323. (SCI, EI

[6]      陈锋,杨杰,张冲,余祯,刘先峰*.注浆渗透扩散的多物理场耦合数值分析[J/OL].西南交通大学学报:1-10[2023-09-25]. (EI

[7]      张冲,田凯元,袁胜洋,翟伟,闵琦,宋瑾阳,陈伟志,刘先峰*.循环荷载作用下浅埋坎儿井地基的稳定性研究[J/OL].铁道科学与工程学报:1-10[2023-09-25]. (EI

[8]      王通,刘先峰*,侯召旭等.碎裂状顺层岩质边坡地震动力响应与破坏模式[J].工程科学与技术,2023,55(02):39-49. (EI

[9]      刘奇,刘先峰*,李建国等.锚索肋板式拦石墙结构稳定性及动力响应研究[J].振动工程学报,2023,36(02):427-434. (EI

[10]   张炎飞,刘先峰*,陈伟志等.坎儿井特征、勘察技术及与新建高速铁路相互影响[J].中国铁道科学,2023,44(04):1-16. (EI

[11]   张炎飞,刘先峰*,袁胜洋等.过渡型细粒土击实特性及基质吸力试验研究[J].应用基础与工程科学学报,2023,31(04):935-945. (EI

[12]   马杰,刘先峰,续嘉航等.压实全风化红层泥岩填料力学特性及其影响因素[J].中国铁道科学,2023,44(05):1-10.

2022

[13]   Pan G, Liu X*, Yuan S, et al. A Field Study on the Arching Behavior of a Geogrid-Reinforced Floating Pile-Supported Embankment[J]. Transportation Geotechnics, 2022, 37: 100795. (SCI, EI

[14]   Yuan S, Liu X*, Wang Y, et al. X-Ray microtomography of mercury intruded compacted clay: An insight into the geometry of macropores[J]. Applied Clay Science, 2022, 227: 106573. (SCI, EI

[15]   Chen K, Liu X F*, Yuan S Y, et al. Shakedown behavior of saturated weathered red mudstone[J]. Soil Dynamics and Earthquake Engineering, 2022, 162: 107497. (SCI, EI

[16]   Chen W, Min S, Chala A T, Zhang Y, Liu X*. Assessing compaction of existing railway subgrades using dynamic cone penetration testing[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2022, 175(4): 439-450. (SCI, EI

[17]   潘高峰,刘先峰*,袁胜洋等.超固结膨胀土地基桩网结构路基承载特性现场试验研究[J].铁道学报,2022,44(10):131-141. (EI

[18]   刘先峰,潘申鑫,袁胜洋*.压实红层泥岩填料强度与刚度软化和衰减特性研究[J].铁道科学与工程学报,2022,19(09):2629-2636. (EI

[19]   刘先峰,马杰,袁胜洋*.干密度和含水率对压实红层泥岩路基填料强度特性的影响研究[J].铁道科学与工程学报,2022,19(10):2910-2918. (EI

[20]   刘先峰*,张炎飞,袁胜洋等.交角对路基斜跨坎儿井暗渠临界深度的影响[J].铁道工程学报,2022,39(03):26-31. (EI

[21]   王通,刘先峰*,袁胜洋等.振动波在红层泥岩中传递规律及典型隔振措施效果研究[J].铁道科学与工程学报,2022,19(11):3246-3255. (EI

[22]   陈康,刘先峰*,袁胜洋等.饱和红层泥岩填料累积变形特性及安定界限研究[J].岩土力学,2022,43(05):1261-1268. (EI

[23]   王通,刘先峰*,郑立宁等.城市地铁典型隔振措施隔振效果的模型试验研究[J].地震工程与工程振动,2022,42(05):119-126. (CSCD)

[24]   陈康,刘先峰*,蒋关鲁等.饱和红层泥岩填料动力及耗散能特性试验研究[J].岩土工程学报,2023,45(03):571-579. (EI

[25]   刘先峰*,阳剑,张炎飞等.德伊高铁地基土变异性分析与概率分布研究[J].铁道学报,2022,44(07):154-162. (EI

[26]   张炎飞,刘先峰*,袁胜洋等.高速铁路路基跨越坎儿井暗渠的稳定性分析[J].地下空间与工程学报,2022,18(S1):202-208. (CSCD)

2021

[27]   Yuan S, Liu X, Buzzi O*. A microstructural perspective on soil collapse[J]. Géotechnique, 2021, 71(2): 132-140. (SCI, EI

[28]   Liu Q, Liu X F*, Huang W, et al. Study on the Combination Measurement of Rockfall Embankments and Rock Shed on Steep Slopes[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2021: 1-14. (SCI, EI

[29]   张炎飞,刘先峰*,袁胜洋等.下伏坎儿井暗渠对高速铁路路基稳定性影响[J].中国铁道科学,2021,42(03):13-20. (EI

[30]   袁胜洋,刘先峰*,潘高峰等.压实膨胀土压实特性试验研究[J].岩石力学与工程学报,2021,40(S1):2913-2922. (EI

[31]   徐子超,何宗弈,王一博,田茂成,郑亦轩,潘高峰,刘先峰*.膨胀土区桩承式路基土拱效应退化的数值模拟研究[J].铁道建筑,2021,61(04):79-83. (北大核心)

2020

[32]   Jin Y F, Yin Z Y*, Zhou W H, Liu X F. Intelligent model selection with updating parameters during staged excavation using optimization method[J]. Acta Geotechnica, 2020, 15: 2473-2491. (SCI, EI

[33]   Yang J, Yin Z Y*, Liu X F, et al. Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel[J]. Transportation Geotechnics, 2020, 23: 100336. (SCI, EI

[34]   Yuan S, Liu X*, Romero E, et al. Discussion on the separation of macropores and micropores in a compacted expansive clay[J]. Géotechnique Letters, 2020, 10(3): 454-460. (SCI, EI

2019

[35]   Yuan S Y, Liu X F, Buzzi O. Effects of soil structure on the permeability of saturated Maryland clay[J]. Géotechnique, 2019, 69(1): 72-78. (SCI, EI

[36]   Yuan S, Buzzi O, Liu X, et al. Swelling behaviour of compacted Maryland clay under different boundary conditions[J]. Géotechnique, 2019, 69(6): 514-525. (SCI, EI

2018

[37]   Xiao D, Jiang G L*, Liao D, Hu Y F, Liu X F. Influence of cement-fly ash-gravel pile-supported approach embankment on abutment piles in soft ground[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2018, 10(5): 977-985. (SCI, EI

[38]   Yuan S, Liu X*, Buzzi O. Technical aspects of mercury intrusion porosimetry for clays[J]. Environmental Geotechnics, 2019, 8(4): 255-263. (SCI, EI

[39]   Jiang G, Chen W, Liu X*, et al. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads[J]. Soils and Foundations, 2018, 58(6): 1538-1552. (SCI, EI

[40]   Momenzadeh L*, Moghtaderi B, Buzzi O, Liu X, et al. The thermal conductivity decomposition of calcite calculated by molecular dynamics simulation[J]. Computational Materials Science, 2018, 141: 170-179. (SCI, EI

[41]   Wu L, Jiang G, Liu X*, et al. Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2018, 171(1): 37-51. (SCI, EI

[42]   Zhang C, Jiang G, Liu X, et al. Centrifuge modelling and analysis of ground reaction of high-speed railway embankments over medium compressibility ground[J]. KSCE Journal of Civil Engineering, 2018, 22: 4826-4840. (SCI, EI

2017

[43]   Yuan S, Liu X*, Buzzi O. Calibration of a Coupled Model to Predict the Magnitude of Suction Generated by Osmotic Technique With PES Membranes and Temperature Effect[J]. Geotechnical Testing Journal, 2017, 40(1): 144-149. (SCI, EI

2016

[44]   Liu X, Buzzi O*, Yuan S, et al. Multi-scale characterization of retention and shrinkage behaviour of four Australian clayey soils[J]. Canadian Geotechnical Journal, 2016, 53(5): 854-870. (SCI, EI

[45]   Liu X, Hicher P, Muresan B, et al. Heavy metal retention properties of kaolin and bentonite in a wide range of concentration and different pH conditions[J]. Applied Clay Science, 2016, 119: 365-374. (SCI, EI

[46]   Hubert J, Liu X F*, Collin F. Numerical modeling of the long term behavior of Municipal Solid Waste in a bioreactor landfill[J]. Computers and Geotechnics, 2016, 72: 152-170. (SCI, EI

[47]   Liu X F, De Carteret R, Buzzi O P*, et al. Microstructural effects of environmental salinity on unbound granular road pavement material upon drying[J]. Acta Geotechnica, 2016, 11: 445-451. (SCI, EI

[48]   Zhang C, Jiang G, Liu X*, et al. Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: Field data and analytical solution[J]. Computers and Geotechnics, 2016, 77: 11-25. (SCI, EI

[49]   Yuan S, Liu X*, Sloan S W, et al. Multi-scale characterization of swelling behaviour of compacted Maryland clay[J]. Acta Geotechnica, 2016, 11: 789-804. (SCI, EI

[50]   Liu X, Yuan S, Sieffert Y, et al. Changes in mineralogy, microstructure, compressive strength and intrinsic permeability of two sedimentary rocks subjected to high-temperature heating[J]. Rock Mechanics and Rock Engineering, 2016, 49: 2985-2998. (SCI, EI

[51]   Liu X, Zhang C, Yuan S, et al. Effect of high temperature on mineralogy, microstructure, shear stiffness and tensile strength of two Australian mudstones[J]. Rock Mechanics and Rock Engineering, 2016, 49: 3513-3524. (SCI, EI

[52]   Pineda J A, Liu X F, Sloan S W. Effects of tube sampling in soft clay: a microstructural insight[J]. Geotechnique, 2016, 66(12): 969-983. (SCI, EI

2015

[53]   Zhang C, Jiang G*, Liu X, et al. Lateral displacement of silty clay under cement-fly ash-gravel pile-supported embankments: Analytical consideration and field evidence[J]. Journal of Central South University, 2015, 22: 1477-1489. (SCI, EI

[54]   Zhang C, Jiang G*, Liu X, et al. Deformation performance of cement-fly ash-gravel pile-supported embankments over silty clay of medium compressibility: a case study[J]. Arabian Journal of Geosciences, 2015, 8: 4495-4507. (SCI, EI

[55]   Yang C*, Liu X, Liu X, et al. Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states[J]. Computers and Geotechnics, 2015, 70: 83-95. (SCI, EI

2014

[56]   Liu X, Buzzi O*. Use of hand-spray plaster as a coating for soil bulk volume measurement[J]. Geotechnical Testing Journal, 2014, 37(3): 1-6. (SCI, EI

[57]   Buzzi O, Sieffert Y, Mendes J, Liu X, et al. Strength of an Australian coal under low confinement[J]. Rock mechanics and rock engineering, 2014, 47: 2265-2270. (SCI, EI