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Xianzhang Ling

Harbin Institute of Technology

92 West Dazhi Street

Nan Gang District

Harbin, 150001

China

  • Harbin Institute of Technology

SCHOLARLY PAPERS

4

DOWNLOADS

154

TOTAL CITATIONS

0

Scholarly Papers (4)

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1.

Effect of Concrete Surface Roughness on Shear Strength of Frozen Soil–Concrete Interface Based on 3d Printing Technology

Number of pages: 18 Posted: 10 Nov 2022
Ruichang Fang, Boxin Wang, Jingjing Pan, Jiaqi Liu, Zihao Wang, Qing Wang and Xianzhang Ling
Jilin University (JLU), Jilin University (JLU), Jilin University (JLU), Jilin University (JLU), Jilin University (JLU), Jilin University (JLU) and Harbin Institute of Technology
Downloads 74 (852,604)

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Concrete surface roughness, Shear strength, Frozen soil-concrete interface, 3D printing technology

2.

Probabilistic Seismic Performance Analysis of Railway Embankments on Spatially Variable Loose Deposit Slopes

Downloads 28 (961,006)

Probabilistic Seismic Performance Analysis of Railway Embankments on Spatially Variable Loose Deposit Slopes

Number of pages: 44 Posted: 17 Jun 2025
Liang Tang, Pan SI, Shuang Tian, Yanfang LIU and Xianzhang Ling
Harbin Institute of Technology, Harbin Institute of Technology, Harbin Institute of Technology, Harbin Institute of Technology and Harbin Institute of Technology
Downloads 28 (1,385,838)

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Loose deposit slope, Railway embankment, Spatial variability, Random finite difference modeling, Failure mechanism, Near-fault pulse-like ground motion

3.

Microscopic Numerical Analysis of Sand Liquefaction Under Subway Train Loads

Number of pages: 24 Posted: 20 Aug 2024
Jin Zhang, Chen Liu, Chuanlong Xu, Xianzhang Ling, Ningning Li and Xiangyu Zhang
Qingdao University of Technology, Qingdao University of Technology, affiliation not provided to SSRN, Harbin Institute of Technology, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 42 (1,157,785)

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Sand liquefaction, Numerical simulation, Pore pressure, Coordination number and mechanical coordination number, Porosity, Contact force chain, Structural anisotropy, Microscopic Energy

4.

Wind-induced fragility of pipeline suspension bridges based on sectional deck models under coupled flutter and buffeting

Number of pages: 35 Posted: 02 Feb 2026
Jiaxiang Liu, Leibin Zuo, Chengpu Peng, Shanzhen Li and Xianzhang Ling
Harbin Institute of Technology, Harbin Institute of Technology, Harbin Institute of Technology, Northeast Forestry University and Harbin Institute of Technology
Downloads 10 (1,541,665)

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Pipeline suspension bridge, Wind-induced fragility, Coupled flutter and buffeting, Fluid–structure interaction, Wind-tunnel test, Sectional deck models