Cristin-person-ID: 1232777
Person

Yutao Pan

  • Stilling:
    Førsteamanuensis
    ved Institutt for bygg- og miljøteknikk ved Norges teknisk-naturvitenskapelige universitet

Klassifisering

Emneord

Geoteknikk

Resultater Resultater

Quantitative Risk Assessment of Seismically Loaded Slopes in Spatially Variable Soils with Depth-Dependent Strength.

Liao, Kang; Wu, Yiping; Miao, Fasheng; Pan, Yutao; Beer, Michael. 2024, International Journal of Geomechanics. UH, CUG, NTNU, SJUVitenskapelig artikkel

Analytical solution for buried pipeline deformation induced by normal and reverse fault considering structural joint influence.

Zhang, Zhiguo; Feng, Jiawei; Zhu, Zhengguo; Zhao, Qihua; Pan, Yutao. 2024, International journal for numerical and analytical methods in geomechanics (Print). KINA, CU, NTNU, SUoSaT, NUoSVitenskapelig artikkel

Damage prediction for tunnel lining considering mechanical behaviour of fibre reinforced concrete with action of train loading.

Zhang, Zhiguo; Feng, Ju; Li, Jiaxuan; Zhu, Zhengguo; Pan, Yutao; Zhao, Qihua. 2024, European Journal of Environmental and Civil Engineering (EJECE). KINA, CU, NTNU, SUoSaTVitenskapelig artikkel

Laboratory investigation on the pipeline-soil interaction under different freezing conditions.

Ma, Qiang; Zeng, Gaofei; Zheng, Junjie; Pan, Yutao. 2024, Cold Regions Science and Technology. KINA, NTNU, WUVitenskapelig artikkel

Analytical solution for seepage pressure of multilayered sand seabed considering interaction between wave-current action and shield tunnel.

Zhang, Zhiguo; Chen, Jinpeng; Han, Yangyang; Zhu, Zhengguo; Zhang, Mengxi; Pan, Yutao. 2024, Computers and geotechnics. KINA, SU, NTNU, SUoSaT, NUoSVitenskapelig artikkel
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Utmerkelser

  • 2021 - Best Paper Award of International Conference：GeoChina. Paper title: Large-Scale 3D Random Finite Element Analysis of Embankment Seepage Stability