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Publicité

Yitao Zhou

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Zhou, Yitao / Chen, Fuquan (2022): Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model. Dans: Soil Mechanics and Foundation Engineering, v. 59, n. 2 (mai 2022).

    https://doi.org/10.1007/s11204-022-09791-x

  2. Rao, Pingping / Chen, Qingsheng / Zhou, Yitao / Nimbalkar, Sanjay / Chiaro, Gabriele (2016): Determination of Active Earth Pressure on Rigid Retaining Wall Considering Arching Effect in Cohesive Backfill Soil. Dans: International Journal of Geomechanics, v. 16, n. 3 (juin 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000589

  3. Cai, Yanyan / Chen, Qingsheng / Zhou, Yitao / Nimbalkar, Sanjay / Yu, Jin (2017): Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode. Dans: International Journal of Geomechanics, v. 17, n. 4 (avril 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000786

  4. Zhou, Yitao / Chen, Fuquan / Wang, Xuemin (2018): Seismic Active Earth Pressure for Inclined Rigid Retaining Walls Considering Rotation of the Principal Stresses with Pseudo-Dynamic Method. Dans: International Journal of Geomechanics, v. 18, n. 7 (juillet 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001198

  5. Pain, Anindya / Chen, Qingsheng / Nimbalkar, Sanjay / Zhou, Yitao (2017): Evaluation of seismic passive earth pressure of inclined rigid retaining wall considering soil arching effect. Dans: Soil Dynamics and Earthquake Engineering, v. 100 (septembre 2017).

    https://doi.org/10.1016/j.soildyn.2017.06.011

  6. Zhou, Yitao / Chen, Fuquan / Lin, Yujian (2019): Solution for Low Geosynthetic-Reinforced Embankments Subjected to Localized Sinkholes. Dans: Soil Mechanics and Foundation Engineering, v. 56, n. 1 (mars 2019).

    https://doi.org/10.1007/s11204-019-09565-y

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