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Wenbang ZHU

affiliation not provided to SSRN

  • affiliation not provided to SSRN

SCHOLARLY PAPERS

3

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34

TOTAL CITATIONS

0

Scholarly Papers (3)

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1.

A Novel Gradation Index (Sm) for Predicting Friction and Breakage in Calcareous Sand-Structure Shear Systems

Number of pages: 22 Posted: 29 May 2025
Ruiming Liu, Wenbang ZHU, Yabo Shi, Yali Cao, Longlong Wei, Chaochao Sun and Xiumei ZHENG
affiliation not provided to SSRN, affiliation not provided to SSRN, Henan University of Technology, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 20 (1,448,301)

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calcareous sand, soil-structure interface, grading equation, Surface roughness, Particle breakage

2.

Prediction and Characterization Analysis of Compressive Strength of Desert Sand Grout for Semi-Flexible Pavements Using Improved Back-Propagation Neural Networks

Number of pages: 30 Posted: 05 Sep 2024
Wenbang ZHU, Yuhang LI, Xiumei ZHENG, Enze HAO, Dali ZHANG and Zhen WANG
affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 8 (1,555,090)

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Semi-flexible pavement, Desert sand grouting material, Principal component analysis, BP neural network.

3.

Durability Evaluation and Life Prediction of Desert Sand Grouting Material for Semi - flexible Pavements under Sulfate Dry - Wet Cycles Based on Entropy Weight Method and Grey Theory

Number of pages: 29 Posted: 15 Sep 2025
Wenbang ZHU, Ruiming Liu, Xiumei ZHENG, Yali Cao, Dali ZHANG, Yan Pei and Dezhi Chang
affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, Xinjiang Institute of Engineering and affiliation not provided to SSRN
Downloads 6 (1,566,597)

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Semi - flexible pavements, Desert sand grouting materials, Sulfate dry - wet cycles, Entropy weight method, GM(1, 1) model