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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. Sun, Chaowei / Zhu, Bowen / Luo, Tao / Liu, Kaide / Wei, Tianlin / Yang, Shaodong (2024): Uniaxial compressive mechanical properties and stress–strain model for roller-compacted concrete with initial damage subjected to freeze–thaw cycles. In: Construction and Building Materials, v. 411 (January 2024).

    https://doi.org/10.1016/j.conbuildmat.2023.134256

  2. Du, Danfeng / Shen, Mingyu / Guo, Xiurong / Sun, Chaowei (2023): Hierarchical Driving Strategy for Connected and Autonomous Vehicles Making a Protected Left Turn at Signalized Intersections. In: Journal of Transportation Engineering, Part A: Systems, v. 149, n. 3 (March 2023).

    https://doi.org/10.1061/jtepbs.teeng-7243

  3. Sun, Chaowei / Chai, Junrui / Xu, Zengguang / Qin, Yuan (2017): 3D Stability Charts for Convex and Concave Slopes in Plan View with Homogeneous Soil Based on the Strength-Reduction Method. In: International Journal of Geomechanics, v. 17, n. 5 (May 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000809

  4. Sun, Chaowei / Chai, Junrui / Luo, Tao / Xu, Zengguang / Chen, Xingzhou / Qin, Yuan / Ma, Bin (2021): Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion. In: International Journal of Geomechanics, v. 21, n. 1 (January 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001885

  5. Sun, Chaowei / Chai, Junrui / Luo, Tao / Xu, Zengguang / Qin, Yuan / Yuan, Xiaosa / Ma, Bin (2020): Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique. In: Advances in Civil Engineering, v. 2020 (January 2020).

    https://doi.org/10.1155/2020/8841090

  6. Sun, Chaowei / Chai, Junrui / Ma, Bin / Luo, Tao / Gao, Ying / Qiu, Huanfeng (2019): Stability Charts for Pseudostatic Stability Analysis of 3D Homogeneous Soil Slopes Using Strength Reduction Finite Element Method. In: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/6025698

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