魏骁 - 浙江大学 - 建筑工程学院

个人简介

2012年本科毕业于浙江大学，随后进入香港大学攻读博士学位（导师杨峻教授），主攻地震作用下粉质砂土液化特性的实验研究，针对地震引起的砂土液化等地质灾害，开展室内试验研究，在临界状态土力学的框架下，表征多种因素对土体液化抗力和动力学特性的影响，揭示土体液化的多种表现形态及其形成机理，指导土体液化等地震灾害的防治。2017年取得博士学位，其学位论文获得香港工程师协会岩土工程分会颁发的“最佳岩土工程博士论文奖”（Ringo Yu Prize）。2018年前往新加坡国立大学从事水泥固砂的相关研究。

研究领域

砂土液化土动力学地基处理

近期论文

查看导师最新文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

[1]Wei X,Liu H,and Ku T*(2021)Effects of plastic fines content on the engineering properties of cement-stabilized sands.Granular Matter,In Press. [2]Zhang L and Wei X*(2021)Responses of excavation base under influences of confined aquifer:An analytical approach.Marine Georesources&Geotechnology,39(2):241-254. [3]Zhang L,Chen Y,Liu X,and Wei X*(2020)A unified monotonic model for sand based on modified hyperbolic equation and state-dependent dilatancy.Computers and Geotechnics,128:103788. [4]Wei X,Chen Y,and Yang J*(2020)Simulating cyclic response of silty sands using a unified critical state constitutive model.Computers and Geotechnics,127:103760. [5]Wei X,Liu H,and Ku T*(2020)Micro-scale analysis to characterize effects of water content on the strength of cement stabilized sand-clay mixtures.Acta Geotechnica,15(10):2905–2923. [6]Wei X and Ku T*(2020)New design chart for geotechnical ground improvement:characterizing cement-stabilized sand.Acta Geotechnica,15(4):999-1011. [7]Wei X,Yang J*,Zhou Y-G,and Chen Y(2020)Influence of particle size disparity on cyclic liquefaction resistance of silty sands.Geotechnique Letters,10(2):155-161. [8]Wei X and Yang J*(2019)Characterizing the effects of fines on the liquefaction resistance of silty sands.Soils and Foundations,59(6):1800-1812. [9]Wei X and Yang J*(2019)Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress.Soil Dynamics and Earthquake Engineering,122:274-289. [10]Wei X and Yang J*(2019)A unified critical state constitutive model for silty sands.Acta Geotechnica,14(2):329-345. [11]Lo MK,Wei X,Chian SC,and Ku T(2021)Bayesian network prediction of stiffness and shear strength of sand.Journal of Geotechnical and Geoenvironmental Engineering,147(5):04021020. [12]Liu X,Zhang W-z,Wei X,Lan H-x(2020)The unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity.Journal of Zhejiang University:SCIENCEA.Online. [13]Liu Y-H,Yang P,Ouyang Z-B,Wei X,and Zhang L(2020)Effect of Nano-CaCO3 on the sealing efficiency of grouts in flowing water grouting.KSCE Journal of Civil Engineering,24(10):2923–2930. [14]Li Y,Wu W*,and Wei X(2020)Analytical modeling of the shear behavior of rock joints with two-order asperity dilation and degradation.International Journal of Geomechanics,20(6):04020062. [15]Yang H-Q,Chen X,Zhang L,Zhang J,Wei X,and Tang C(2020)Conditions of hydraulic heterogeneity under which Bayesian estimation is more reliable.Water,12(1):160. [16]Ku T*,Subramaniam P,Zhang Y,Moon SW,Wei X,Huang ES,Kumarasamy J,and Goh KH(2020)Practical configured Microtremor Array Measurements(MAM)for geological investigation of underground space.Underground Space,In Pess.