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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. Yu, Linfeng / Ma, Shengqiang / Dan, Danhui / Ma, Wenjie / Chen, Shengwei: Seismic Performance of the Bridge Piers Reinforced with PP-ECC in the Plastic Hinge Region. In: International Journal of Structural Stability and Dynamics.

    https://doi.org/10.1142/s021945542540019x

  2. Ma, Wenjie / Leong, Eng-Choon / Wang, Xu / Wang, Binglong / Zhou, Shunhua / Wang, Changdan / Wang, Bolin (2025): Torsional response of pile partially embedded in fractional-order viscoelastic unsaturated transversely isotropic soil. In: Soil Dynamics and Earthquake Engineering, v. 188 (January 2025).

    https://doi.org/10.1016/j.soildyn.2024.109053

  3. Chen, Shenwei / Ma, Shengqiang / Ma, Wenjie (2025): Seismic performance study of plastic hinge region using PVA-ECC composite bridge piers. In: Engineering Structures, v. 323 (January 2025).

    https://doi.org/10.1016/j.engstruct.2024.119261

  4. Ma, Wenjie / Shan, Yao / Wang, Binglong / Zhou, Shunhua / Wang, Changdan (2022): Analytical solution for torsional vibration of an end-bearing pile in nonhomogeneous unsaturated soil. In: Journal of Building Engineering, v. 57 (October 2022).

    https://doi.org/10.1016/j.jobe.2022.104863

  5. Ma, Wenjie / Shan, Yao / Wang, Binglong / Zhou, Shunhua (2022): Torsional Vibration of a Pile in Transversely Isotropic Saturated Soil Considering Its Construction Disturbance Effect. In: International Journal of Structural Stability and Dynamics, v. 22, n. 7 (February 2022).

    https://doi.org/10.1142/s0219455422500444

  6. Ma, Wenjie / Wang, Binglong / Wang, Xu / Zhou, Shunhua / Wang, Bolin (2021): Soil Layer Disturbance Caused by Pipe Jacking: Measurement and Simulation of a Case Study. In: KSCE Journal of Civil Engineering, v. 25, n. 4 (March 2021).

    https://doi.org/10.1007/s12205-021-2262-4

  7. Wang, Bolin / Wang, Xu / Ma, Wenjie (2019): Behaviour of underpinning piles due to shield tunnel installation. In: Geotechnical Research, v. 6, n. 4 (December 2019).

    https://doi.org/10.1680/jgere.19.00016

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