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Yanhu Mu ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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 October 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 (May 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 (June 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 (July 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 (July 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 (March 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 (January 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 (January 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 (January 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 (January 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 (June 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 (December 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 (January 2018).

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

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