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Yanhu Mu ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Zhang, Kun / Yan, Jianglin / Mu, Yanhu / Zhu, Xiaoming / Zhang, Lianhai (2024): Global and Local Shear Behavior of the Frozen Soil–Concrete Interface: Effects of Temperature, Water Content, Normal Stress, and Shear Rate. In: Buildings, v. 14, n. 10 (8 Oktober 2024).

    https://doi.org/10.3390/buildings14103319

  2. He, Pengfei / Guo, Han / Dong, Jianhua / Mu, Yanhu / Liu, Furong (2024): Investigating the Shear Behavior of Interfaces between Frozen Clay and Cement Blocks. In: Journal of Materials in Civil Engineering (ASCE), v. 36, n. 5 (Mai 2024).

    https://doi.org/10.1061/jmcee7.mteng-16101

  3. Liang, Yanling / Huo, Runke / Song, Sensen / Song, Zhanping / Li, Guoyu / Mu, Yanhu (2024): Effect of the surface-area-to-volume ratio on dissolution and deterioration of acid-corroded sandstone. In: Journal of Building Engineering, v. 86 (Juni 2024).

    https://doi.org/10.1016/j.jobe.2024.108789

  4. Chen, Yong / Huang, Yinghao / Wang, Shuo / Mu, Yanhu (2023): Effects of Phase Change Materials on the Freeze–Thaw Performance of Expansive Soil. In: Journal of Materials in Civil Engineering (ASCE), v. 35, n. 7 (Juli 2023).

    https://doi.org/10.1061/jmcee7.mteng-15205

  5. Liang, Yanling / Huo, Runke / Song, Zhanping / Mu, Yanhu / Li, Guoyu (2023): Macro-meso deterioration characteristics and statistical damage constitutive model for acid-corroded sandstone. In: Journal of Building Engineering, v. 71 (Juli 2023).

    https://doi.org/10.1016/j.jobe.2023.106499

  6. Liang, Yanling / Huo, Runke / Mu, Yanhu / Song, Ziyi (2023): Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone. In: International Journal of Geomechanics, v. 23, n. 3 (März 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7825

  7. Qu, Yonglong / Ni, Wankui / Niu, Fujun / Mu, Yanhu / Luo, Jing / He, Hui (2021): Shear Properties and Mechanism of Freeze-Thaw Interface in Unsaturated Coarse-Grained Soil from Qinghai-Tibet Plateau. In: Advances in Civil Engineering, v. 2021 (Januar 2021).

    https://doi.org/10.1155/2021/6688724

  8. He, Pengfei / Xiong, Meng / Mu, Yanhu / Dong, Jianhua / Na, Xinlei (2021): Experimental Study on Frost-Heaving Force Development of Tibetan Clay Subjected to One-Directional Freezing in an Open System. In: Advances in Civil Engineering, v. 2021 (Januar 2021).

    https://doi.org/10.1155/2021/6626149

  9. Xiong, Meng / He, Pengfei / Mu, Yanhu / Na, Xinlei (2021): Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results. In: Advances in Civil Engineering, v. 2021 (Januar 2021).

    https://doi.org/10.1155/2021/7260598

  10. Wang, Fei / Li, Guoyu / Ma, Wei / Mu, Yanhu / Zhou, Zhiwei / Zhang, Jun / Chen, Dun / Zhao, Jinshuai (2020): Effect of Repeated Wetting-Drying-Freezing-Thawing Cycles on the Mechanic Properties and Pore Characteristics of Compacted Loess. In: Advances in Civil Engineering, v. 2020 (Januar 2020).

    https://doi.org/10.1155/2020/8839347

  11. Chai, Mingtang / Mu, Yanhu / Zhang, Jianming / Ma, Wei / Liu, Ge / Chen, Jianbing (2018): Characteristics of Asphalt Pavement Damage in Degrading Permafrost Regions: Case Study of the Qinghai–Tibet Highway, China. In: Journal of Cold Regions Engineering, v. 32, n. 2 (Juni 2018).

    https://doi.org/10.1061/(asce)cr.1943-5495.0000165

  12. Mu, Yanhu / Ma, Wei / Niu, Fujun / Liu, Yongzhi / Fortier, Richard / Mao, Yunchen (2018): Long-Term Thermal Effects of Air Convection Embankments in Permafrost Zones: Case Study of the Qinghai–Tibet Railway, China. In: Journal of Cold Regions Engineering, v. 32, n. 4 (Dezember 2018).

    https://doi.org/10.1061/(asce)cr.1943-5495.0000166

  13. Liu, Naifei / Li, Ning / Li, Guofeng / Zhang, Zhiqiang / Mu, Yanhu (2018): Deformation and Collapse Mechanisms of Water-Rich Soil Tunnels. In: Soil Mechanics and Foundation Engineering, v. 54, n. 6 (Januar 2018).

    https://doi.org/10.1007/s11204-018-9485-5

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