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Author

Kaisheng Chen

Observed names: K. Chen, Kai-Sheng Chen
ORCID: 0000-0003-2273-4489
Observed ORCID: 0000-0003-2273-4489
OpenAlex ID: A5101889483
Research on Road Characteristics and the Microscopic Mechanism of Lime–Phosphogypsum-Stabilized Red Clay
2023 · Ze-Yu Liu, Kai-Sheng Chen · Applied Sciences · 21
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Research on strength characteristics and mechanism of cement stabilized phosphogypsum materials under dry and wet cycles
2025 · Zhangrong Ji, Kaisheng Chen, et al. · Scientific Reports · 18
Deformation constitutive model of subgrade soil under intermittent cyclic loading
2023 · Bolang Zhang, Kaisheng Chen, et al. · Scientific Reports · 15
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Research on the expansion, shrinkage properties and fracture evolution of red clay stabilised with phosphogypsum under dry-wet cycles
2024 · Jinxiong Chen, Kaisheng Chen, et al. · PLoS ONE · 14
Mechanical properties and modification mechanism of phosphogypsum stabilized soil
2022 · Bolang Zhang, Kaisheng Chen, et al. · SN Applied Sciences · 13
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Field Test Research on Red Clay Slope under Atmospheric Action
2021 · Kaisheng Chen · Advances in Civil Engineering · 9
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The evolution of cracks in red clay under wet and dry cycles and its influence on shear strength
2020 · Kai-Sheng Chen · IOP Conference Series Earth and Environmental Science · 8
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Study on Dynamic Characteristics of Rubber‐Red Clay Mixtures
2020 · Kaisheng Chen, Qinqin Wang, et al. · Advances in Materials Science and Engineering · 8
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Road properties of cement-phosphogypsum-red clay under dry and wet cycles
2024 · Yunke Liu, Kaisheng Chen, et al. · PLoS ONE · 6
A Variable-Order Dynamic Constitutive Model for Clay Based on the Fractional Calculus
2022 · Bo-Lang Zhang, Kai-Sheng Chen, et al. · Applied Sciences · 5
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An Arc-Tangent Failure Surface for Stability Analysis of Karstic Red-Clay Slopes Under Dry-Wet Cycles
2021 · Kaisheng Chen, Tongyan Pan · Soil Mechanics and Foundation Engineering · 5
Study of the deformation characteristics for red clay under drying-wetting cycles
2015 · Kaisheng Chen, Ronghua Zhu · International Conference on Civil Engineering and Transportation (ICCET) · 5
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Strength characteristics of phosphogypsum stabilized soil under dry and wet cycles
2024 · Hao Jian, Kaisheng Chen, et al. · AIP Advances · 3
Measurement and Calculation of Fissure Area and Density for Shrinkage Soil
2020 · Xiushao Zhao, Zhiyao Wang, et al. · IOP Conference Series Earth and Environmental Science · 3
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Indoor test on physical-mechanical properties of loess under vibration compaction
2008 · Aimin Sha, Kaisheng Chen, et al. · Journal of Chang'an University · 3
Study on failure mechanism of red clay slope under dry and wet cycles
2019 · Lei Wang, Kaisheng Chen · IOP Conference Series Earth and Environmental Science · 2
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Study on deformation characteristics and crack extension law of cement stabilized phosphogypsum materials under dry and wet cycles
2025 · Liangchun Xu, Kaisheng Chen, et al. · PLoS ONE · 1
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Study on response characteristics of red clay slope under evaporation rainfall condition
2020 · Kaisheng Chen, Dipu Luo · IOP Conference Series Earth and Environmental Science · 1
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The Crack Evolution of Red Clay under Wet and Dry Cycles
2015 · Kaisheng Chen, Zhen Lu · International Forum on Energy, Environment Science and Materials (IFEESM) · 1
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CBR Test of High Liquid Red Clay
2010 · Kaisheng Chen · Highway · 1
Study on loess's collapsibility in the Guanzhong area
2005 · Kaisheng Chen · Shuiwen dizhi gongcheng dizhi · 1
Resilient modulus characteristics and model prediction of cement phosphogypsum under dry-wet cycling conditions
2026 · Wengang Gan, Kaisheng Chen, et al. · PLoS ONE
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Improved method for determination of braking distance on downgrade pavement slope
2026 · K. Chen, L. Chu, et al. · Road Materials and Pavement Design
Fatigue characteristics and mechanism of phosphogypsum stabilised red clay under dry and wet cycles
2025 · Yan Hu, Kaisheng Chen, et al. · PLoS ONE
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Dynamic principal modeling of cemented phosphogypsum stabilized soil under dry and wet cycles
2025 · Zhangrong Ji, Kaisheng Chen, et al. · PLoS ONE
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Works count: 43
Citation count: 143
H-index: 8
I10-index: 5
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