Xuefeng Si

2.2k total citations · 3 hit papers
34 papers, 1.8k citations indexed

About

Xuefeng Si is a scholar working on Mechanics of Materials, Civil and Structural Engineering and Safety, Risk, Reliability and Quality. According to data from OpenAlex, Xuefeng Si has authored 34 papers receiving a total of 1.8k indexed citations (citations by other indexed papers that have themselves been cited), including 34 papers in Mechanics of Materials, 15 papers in Civil and Structural Engineering and 14 papers in Safety, Risk, Reliability and Quality. Recurrent topics in Xuefeng Si's work include Rock Mechanics and Modeling (34 papers), Geotechnical Engineering and Analysis (14 papers) and Landslides and related hazards (14 papers). Xuefeng Si is often cited by papers focused on Rock Mechanics and Modeling (34 papers), Geotechnical Engineering and Analysis (14 papers) and Landslides and related hazards (14 papers). Xuefeng Si collaborates with scholars based in China, Australia and Finland. Xuefeng Si's co-authors include Fengqiang Gong, Xibing Li, Shanyong Wang, Yong Luo, Song Luo, Linqi Huang, Ming Tao, Wuxing Wu, Xiling Liu and Jiancheng Huang and has published in prestigious journals such as Sensors, International Journal of Rock Mechanics and Mining Sciences and Materials.

In The Last Decade

Xuefeng Si

33 papers receiving 1.8k citations

Hit Papers

align trajectories

What are hit papers?

Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the same subfield and year (this is the minimum needed to enter the top 1%, not the average within it), or reaches the top citation threshold in at least one of its specific research topics.

Experimental simulation investigation on rockburst induced by spalling failure in deep circular tunnels

2018 277 citations Fengqiang Gong, Yong Luo et al. Tunnelling and Underground Space Technology profile →
Influence of lithology and bedding orientation on failure behavior of “D” shaped tunnel

2023 78 citations Xuefeng Si, Yong Luo et al. Theoretical and Applied Fracture Mechanics profile →
Temperature effect of rockburst in granite caverns: insights from reduced-scale model true-triaxial test

2024 68 citations Xuefeng Si, Yong Luo et al. Geomechanics and Geophysics for Geo-Energy and Geo-Resources profile →

Peers — A (Enhanced Table)

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

Name	h						Papers	Cites
Xuefeng Si China	21	1.7k	810	765	495	440	34	1.8k
Jianguo Ning China	23	1.8k 1.1×	638 0.8×	524 0.7×	569 1.1×	468 1.1×	47	2.0k
Shili Qiu China	23	1.7k 1.0×	829 1.0×	923 1.2×	527 1.1×	443 1.0×	73	1.9k
Dongqiao Liu China	20	1.3k 0.8×	453 0.6×	585 0.8×	437 0.9×	275 0.6×	84	1.4k
Zaiquan Wang China	21	1.4k 0.8×	558 0.7×	588 0.8×	555 1.1×	316 0.7×	63	1.6k
Dingping Xu China	22	1.2k 0.7×	668 0.8×	539 0.7×	293 0.6×	468 1.1×	86	1.4k
Jian‐Zhi Zhang China	15	1.3k 0.8×	542 0.7×	667 0.9×	498 1.0×	194 0.4×	26	1.4k
Chunde Ma China	18	1.1k 0.7×	520 0.6×	456 0.6×	386 0.8×	172 0.4×	56	1.3k
A. Ghazvinian Iran	16	1.0k 0.6×	624 0.8×	512 0.7×	326 0.7×	234 0.5×	35	1.2k
Rui Kong China	17	1.1k 0.7×	475 0.6×	559 0.7×	405 0.8×	250 0.6×	37	1.3k
Lihai Tan China	17	910 0.5×	398 0.5×	368 0.5×	410 0.8×	139 0.3×	38	1.1k

Countries citing papers authored by Xuefeng Si

Since Specialization

Citations

This map shows the geographic impact of Xuefeng Si'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 Xuefeng Si with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Xuefeng Si more than expected).

Fields of papers citing papers by Xuefeng Si

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Xuefeng Si. 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 Xuefeng Si. The network helps show where Xuefeng Si may publish in the future.

Co-authorship network of co-authors of Xuefeng Si

This figure shows the co-authorship network connecting the top 25 collaborators of Xuefeng Si. A scholar is included among the top collaborators of Xuefeng Si 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 Xuefeng Si. Xuefeng Si is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

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20 of 20 papers shown

Si, Xuefeng, et al.. (2025). Experimental Study on Dynamic Mechanical Properties of Sandstone Under Different Damage Degrees. Applied Sciences. 15(5). 2668–2668. 1 indexed citations

Huang, Jiancheng, Yong Luo, Xuefeng Si, et al.. (2025). Failure characteristics and mechanisms of uniaxial compressed red sandstone in non-uniform water distribution environment: Effects of immersion height and duration. International Journal of Mining Science and Technology. 35(10). 1809–1826. 1 indexed citations

Zhang, Peilei, Song Luo, Xuefeng Si, Cenxi Yuan, & Meng Wang. (2025). Effects of cyclic stress lower limit on the mechanical behavior and energy instability precursor characteristics of rock with hole-shaped flaw. Theoretical and Applied Fracture Mechanics. 141. 105270–105270.

Guo, Tengfei, et al.. (2024). Fracture Characteristics and Tensile Strength Prediction of Rock–Concrete Composite Discs Under Radial Compression. Mathematics. 12(22). 3510–3510. 3 indexed citations

Huang, Linqi, Maolin Liu, Zhaowei Wang, et al.. (2024). Temperature effects on the failure of deep circular tunnel under true-triaxial compression. Journal of Central South University. 31(9). 3119–3141. 2 indexed citations

Huang, Jiancheng, Yong Luo, Chengzhi Pu, Song Luo, & Xuefeng Si. (2024). Compressive Fracture Behavior and Acoustic Emission Characteristics of Sandstone under Constant Crack Water Pressure. Lithosphere. 2024(1). 3 indexed citations

Si, Xuefeng, et al.. (2024). Influences of maximum principal stress direction and cross-section shape on tunnel stability. Journal of Rock Mechanics and Geotechnical Engineering. 17(4). 2159–2180. 33 indexed citations

Si, Xuefeng, et al.. (2024). Temperature effect of rockburst in granite caverns: insights from reduced-scale model true-triaxial test. Geomechanics and Geophysics for Geo-Energy and Geo-Resources. 10(1). 68 indexed citations breakdown →

Li, Xibing, et al.. (2023). Stress distribution and failure characteristics around U-shaped caverns with different height-to-width ratios under biaxial compression. Engineering Failure Analysis. 156. 107800–107800. 8 indexed citations

10.

Si, Xuefeng, Yong Luo, & Song Luo. (2023). Influence of lithology and bedding orientation on failure behavior of “D” shaped tunnel. Theoretical and Applied Fracture Mechanics. 129. 104219–104219. 78 indexed citations breakdown →

11.

Peng, Kang, et al.. (2023). Stress Analysis and Spalling Failure Simulation on Surrounding Rock of Deep Arch Tunnel. Applied Sciences. 13(11). 6474–6474. 9 indexed citations

12.

Si, Xuefeng, Song Luo, & Yong Luo. (2023). A Review of Mechanical Properties and Rockburst Investigation of Transversely Isotropic Rocks by Experimental Technique. Materials. 16(8). 3183–3183. 20 indexed citations

13.

Tan, Lihai, et al.. (2023). Investigation of the Application of Complex Function Theory in Underground Mine Design: A Case Study. Applied Sciences. 13(22). 12142–12142. 1 indexed citations

14.

Si, Xuefeng, Kang Peng, & Song Luo. (2022). Experimental Investigation on the Influence of Depth on Rockburst Characteristics in Circular Tunnels. Sensors. 22(10). 3679–3679. 10 indexed citations

15.

Gong, Fengqiang, et al.. (2022). Dynamic characteristics of high stressed red sandstone subjected to unloading and impact loads. Journal of Central South University. 29(2). 596–610. 24 indexed citations

16.

Si, Xuefeng, Linqi Huang, Fengqiang Gong, & Xibing Li. (2022). Failure process and characteristics of three-dimensional high-stress circular tunnel under saturated water content. Transactions of Nonferrous Metals Society of China. 32(8). 2696–2708. 19 indexed citations

17.

Si, Xuefeng, Xibing Li, Fengqiang Gong, Linqi Huang, & Chunde Ma. (2022). Experimental investigation on rockburst process and characteristics of a circular opening in layered rock under three-dimensional stress conditions. Tunnelling and Underground Space Technology. 127. 104603–104603. 56 indexed citations

18.

Gong, Fengqiang, et al.. (2019). Experimental simulation and investigation of spalling failure of rectangular tunnel under different three-dimensional stress states. International Journal of Rock Mechanics and Mining Sciences. 122. 104081–104081. 110 indexed citations

19.

Gong, Fengqiang, Xuefeng Si, Xibing Li, & Shanyong Wang. (2018). Experimental Investigation of Strain Rockburst in Circular Caverns Under Deep Three-Dimensional High-Stress Conditions. Rock Mechanics and Rock Engineering. 52(5). 1459–1474. 184 indexed citations

20.

Gong, Fengqiang, Xuefeng Si, Xibing Li, & Shanyong Wang. (2018). Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar. International Journal of Rock Mechanics and Mining Sciences. 113. 211–219. 236 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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