Shengyang Yuan

690 total citations
46 papers, 503 citations indexed

About

Shengyang Yuan is a scholar working on Civil and Structural Engineering, Management, Monitoring, Policy and Law and Safety, Risk, Reliability and Quality. According to data from OpenAlex, Shengyang Yuan has authored 46 papers receiving a total of 503 indexed citations (citations by other indexed papers that have themselves been cited), including 34 papers in Civil and Structural Engineering, 18 papers in Management, Monitoring, Policy and Law and 15 papers in Safety, Risk, Reliability and Quality. Recurrent topics in Shengyang Yuan's work include Landslides and related hazards (18 papers), Geotechnical Engineering and Analysis (15 papers) and Soil and Unsaturated Flow (15 papers). Shengyang Yuan is often cited by papers focused on Landslides and related hazards (18 papers), Geotechnical Engineering and Analysis (15 papers) and Soil and Unsaturated Flow (15 papers). Shengyang Yuan collaborates with scholars based in China, Australia and France. Shengyang Yuan's co-authors include Xianfeng Liu, Olivier Buzzi, Stephen Fityus, Scott W. Sloan, Yannick Sieffert, J. Mendes, Chonglei Zhang, Jingjing Meng, Xue Zhang and Guanlu Jiang and has published in prestigious journals such as SHILAP Revista de lepidopterología, Construction and Building Materials and Sensors.

In The Last Decade

Shengyang Yuan

39 papers receiving 493 citations

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name h Career Trend Papers Cites
Shengyang Yuan China 14 366 156 148 71 63 46 503
Wojciech T. Sołowski Finland 13 393 1.1× 188 1.2× 143 1.0× 71 1.0× 73 1.2× 45 579
Toan Duc Cao United States 11 301 0.8× 97 0.6× 140 0.9× 50 0.7× 44 0.7× 23 419
Wei-lie Zou China 14 398 1.1× 129 0.8× 73 0.5× 74 1.0× 35 0.6× 28 554
Chenggang Zhao China 15 456 1.2× 168 1.1× 76 0.5× 42 0.6× 36 0.6× 57 558
L. Börgesson Sweden 8 307 0.8× 106 0.7× 193 1.3× 38 0.5× 166 2.6× 11 453
B. Garitte Switzerland 7 274 0.7× 109 0.7× 262 1.8× 115 1.6× 95 1.5× 12 428
Hidehiko Kazama Japan 8 444 1.2× 294 1.9× 152 1.0× 30 0.4× 16 0.3× 18 642
Vojkan Jovičić Slovenia 9 609 1.7× 85 0.5× 91 0.6× 67 0.9× 25 0.4× 18 660
Toshiyuki Mitachi Japan 15 771 2.1× 180 1.2× 63 0.4× 108 1.5× 15 0.2× 79 829
Siam Yimsiri Thailand 11 634 1.7× 179 1.1× 113 0.8× 73 1.0× 24 0.4× 20 702

Countries citing papers authored by Shengyang Yuan

Since Specialization
Citations

This map shows the geographic impact of Shengyang Yuan's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by Shengyang Yuan with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Shengyang Yuan more than expected).

Fields of papers citing papers by Shengyang Yuan

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Shengyang Yuan. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by Shengyang Yuan. The network helps show where Shengyang Yuan may publish in the future.

Co-authorship network of co-authors of Shengyang Yuan

This figure shows the co-authorship network connecting the top 25 collaborators of Shengyang Yuan. A scholar is included among the top collaborators of Shengyang Yuan based on the total number of citations received by their joint publications. Widths of edges represent the number of papers authors have co-authored together. Node borders signify the number of papers an author published with Shengyang Yuan. Shengyang Yuan is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

20 of 20 papers shown
1.
Yuan, Shengyang, et al.. (2025). Seismic response of high-steep slopes with varying bedrock inclination angles reinforced by anchored sheet-pile walls and frame beams. Soil Dynamics and Earthquake Engineering. 200. 109854–109854.
2.
Yuan, Shengyang, et al.. (2025). Seismic characteristics of a high-steep slope with bedrock reinforced by the anchored sheet-pile wall and frame beam in shaking table tests. Soil Dynamics and Earthquake Engineering. 198. 109562–109562. 1 indexed citations
3.
Ma, Jie, et al.. (2025). Shear properties of unsaturated red mudstone fill material over a wide range of suction. Construction and Building Materials. 474. 141122–141122.
4.
Chen, Kang, et al.. (2025). Degradation of natural red mudstone subjected to long-term relative humidity cycles. Journal of Rock Mechanics and Geotechnical Engineering. 17(9). 5800–5815. 1 indexed citations
5.
Yuan, Shengyang, et al.. (2025). Dynamic Response Mechanisms and Damage Analysis of Slopes Via Wave Theory and Rainfall Shaking Table Tests. Rock Mechanics and Rock Engineering. 58(6). 7067–7085.
6.
Chen, Kang, et al.. (2025). Effect of stress state and stress path on small strain properties of red mudstone fill material. Bulletin of Engineering Geology and the Environment. 84(1). 1 indexed citations
7.
Ma, Jie, et al.. (2024). Multi-scale investigation on curing time effect of lime stabilized red mudstone as fill material for high-speed railway subgrade. Construction and Building Materials. 443. 137749–137749. 7 indexed citations
8.
Liu, Xianfeng, et al.. (2024). Shaking Table Test on the Seismic Behavior of Fractured Rock Slopes with Dipping and Anti-dipping Layered Structures. Journal of Testing and Evaluation. 52(5). 3033–3053.
9.
Liu, Xianfeng, et al.. (2024). Experimental study on the small strain stiffness-strength of a fully weathered red mudstone. Construction and Building Materials. 438. 137058–137058. 10 indexed citations
10.
Yuan, Shengyang, et al.. (2024). Performance of composite foundations with different load transfer platforms and substratum stiffness over silty clay. Journal of Mountain Science. 21(5). 1761–1774. 1 indexed citations
11.
Yuan, Shengyang, et al.. (2024). Experimental investigation on deformation and damage properties of soft red mudstone subjected to high-cycle cyclic loads based on AE parameters. Bulletin of Engineering Geology and the Environment. 84(1). 3 indexed citations
12.
Liu, Xianfeng, et al.. (2024). Dynamic response and failure process of horizontal-layered fractured structure rock slope under strong earthquake. Journal of Mountain Science. 21(3). 882–900. 10 indexed citations
13.
Liu, Xianfeng, et al.. (2024). Multiscale investigation on the shear behaviour of lime-basalt fibre modified red mudstone as fill material for high-speed railway. Construction and Building Materials. 456. 138961–138961. 1 indexed citations
14.
Pan, Gaofeng, Shengyang Yuan, Yixuan Zheng, et al.. (2023). Experimental investigation on the effect of initial structure on the water retention behavior of Mile clay. Construction and Building Materials. 401. 133000–133000. 5 indexed citations
15.
Liu, Xianfeng, Junhua Xiao, Degou Cai, et al.. (2023). Recent advances in subgrade engineering for high-speed railway. 2. 17 indexed citations
16.
Yuan, Shengyang & Xu Jian. (2022). On a Riemann–Hilbert problem for the negative-order KdV equation. Applied Mathematics Letters. 132. 108106–108106. 5 indexed citations
17.
Liu, Xianfeng, et al.. (2022). Probabilistic stability analysis of qanat tunnels in c-φ soil considering soil spatial variability. European Journal of Environmental and Civil engineering. 27(12). 3763–3783. 3 indexed citations
18.
Liu, Xianfeng, et al.. (2021). Study on the combination measurement of rockfall embankments and rock shed on steep slopes. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 176(4). 388–401. 1 indexed citations
19.
Yuan, Shengyang, Xianfeng Liu, Scott W. Sloan, & Olivier Buzzi. (2016). Multi-scale characterization of swelling behaviour of compacted Maryland clay. Acta Geotechnica. 11(4). 789–804. 42 indexed citations
20.
Yuan, Shengyang, Xianfeng Liu, & Olivier Buzzi. (2016). Calibration of a Coupled Model to Predict the Magnitude of Suction Generated by Osmotic Technique With PES Membranes and Temperature Effect. Geotechnical Testing Journal. 40(1). 144–149. 6 indexed citations

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global research landscape, it—like all bibliographic datasets—has inherent limitations. These include incomplete records, variations in author disambiguation, differences in journal indexing, and delays in data updates. As a result, some metrics and network relationships displayed in Rankless may not fully capture the entirety of a scholar's output or impact.

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