Fan‐Yan Meng

2.2k total citations · 1 hit paper
59 papers, 1.6k citations indexed

About

Fan‐Yan Meng is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Mechanics of Materials. According to data from OpenAlex, Fan‐Yan Meng has authored 59 papers receiving a total of 1.6k indexed citations (citations by other indexed papers that have themselves been cited), including 53 papers in Civil and Structural Engineering, 41 papers in Safety, Risk, Reliability and Quality and 6 papers in Mechanics of Materials. Recurrent topics in Fan‐Yan Meng's work include Geotechnical Engineering and Underground Structures (44 papers), Geotechnical Engineering and Analysis (41 papers) and Geotechnical Engineering and Soil Stabilization (32 papers). Fan‐Yan Meng is often cited by papers focused on Geotechnical Engineering and Underground Structures (44 papers), Geotechnical Engineering and Analysis (41 papers) and Geotechnical Engineering and Soil Stabilization (32 papers). Fan‐Yan Meng collaborates with scholars based in China, United States and United Kingdom. Fan‐Yan Meng's co-authors include Renpeng Chen, Huai-Na Wu, Zhongchao Li, Junneng Ye, Xin Kang, Hongzhan Cheng, Yuan Liu, Xing‐Tao Lin, Hanlin Wang and Yong Xu and has published in prestigious journals such as Tetrahedron Letters, International Journal of Rock Mechanics and Mining Sciences and Journal of Geotechnical and Geoenvironmental Engineering.

In The Last Decade

Fan‐Yan Meng

54 papers receiving 1.6k citations

Hit Papers

Investigation of response of metro tunnels due to adjacen... 2016 2026 2019 2022 2016 50 100 150 200 250

Peers

Fan‐Yan Meng
Fan‐Yan Meng
Citations per year, relative to Fan‐Yan Meng Fan‐Yan Meng (= 1×) peers Haiyang Zhuang

Countries citing papers authored by Fan‐Yan Meng

Since Specialization
Citations

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

Fields of papers citing papers by Fan‐Yan Meng

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Fan‐Yan Meng. 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 Fan‐Yan Meng. The network helps show where Fan‐Yan Meng may publish in the future.

Co-authorship network of co-authors of Fan‐Yan Meng

This figure shows the co-authorship network connecting the top 25 collaborators of Fan‐Yan Meng. A scholar is included among the top collaborators of Fan‐Yan Meng 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 Fan‐Yan Meng. Fan‐Yan Meng 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.
Meng, Fan‐Yan, et al.. (2025). Impacts on the maximum lateral deflection and adjacent shield tunnels from the ground stiffness of an excavation. Tunnelling and Underground Space Technology. 167. 107060–107060.
2.
Wu, Kai, et al.. (2025). Downward soil arching below excavation base: Theory and application. Computers and Geotechnics. 185. 107313–107313. 1 indexed citations
3.
Yang, Xinxin, et al.. (2025). Assessing subway station flood risks with a resilience Framework: Combining weighting methods and two-dimensional cloud model. Tunnelling and Underground Space Technology. 168. 107170–107170.
4.
Yang, Xin, et al.. (2025). Stress evolution with arching effect around a tunnel during surcharge-induced soil consolidation. Tunnelling and Underground Space Technology. 164. 106823–106823.
5.
Meng, Fan‐Yan, et al.. (2025). Grouting-Induced Soil Behavior in Structured Clay. Journal of Geotechnical and Geoenvironmental Engineering. 151(5). 2 indexed citations
6.
Chen, Renpeng, et al.. (2024). Upward soil arching effect under unloading: mechanism, theory and engineering application. Transportation Geotechnics. 47. 101276–101276. 3 indexed citations
7.
Chen, Renpeng, et al.. (2024). Full-scale test on the mechanical behavior of longitudinal joints of NC-UHPC composite segments under compression-bending load. Tunnelling and Underground Space Technology. 153. 105993–105993. 7 indexed citations
8.
Meng, Fan‐Yan, et al.. (2024). Risk assessment of shield tunneling crossing building based on variable weight theory and cloud model. Tunnelling and Underground Space Technology. 145. 105593–105593. 25 indexed citations
9.
Liu, Muchun, et al.. (2024). Observed soil arching-induced ground deformation and stress redistribution behind braced excavation. Canadian Geotechnical Journal. 61(12). 2735–2754. 6 indexed citations
10.
Meng, Fan‐Yan, et al.. (2024). Characteristics of deformation and defect of shield tunnel in coastal structured soil in China. Underground Space. 21. 131–148. 15 indexed citations
11.
Chen, Renpeng, Xu Song, Fan‐Yan Meng, et al.. (2024). Experimental investigation on the soil arching effect induced by deep-buried shield tunneling. Tunnelling and Underground Space Technology. 155. 106161–106161. 4 indexed citations
12.
Zhang, Chengcheng, et al.. (2024). An analytical solution to ground stresses induced by tunneling considering ground surface boundary conditions and gravity. Computers and Geotechnics. 176. 106806–106806. 2 indexed citations
13.
Meng, Fan‐Yan, et al.. (2024). Risk assessment of shield construction adjacent to the existing shield tunnel based on improved nonlinear FAHP. Tunnelling and Underground Space Technology. 155. 106154–106154. 17 indexed citations
14.
Wu, Huai-Na, et al.. (2024). Investigation on structural performance of segmental linings of shield tunnels under loading–unloading-reloading condition. Tunnelling and Underground Space Technology. 157. 106331–106331. 5 indexed citations
15.
Liu, Muchun, Fan‐Yan Meng, Renpeng Chen, Hongzhan Cheng, & Zhongchao Li. (2023). Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground. Transportation Geotechnics. 40. 100970–100970. 15 indexed citations
16.
Song, Xu, Huai-Na Wu, Fan‐Yan Meng, Renpeng Chen, & Hongzhan Cheng. (2023). Soil arching evolution caused by shield tunneling in deep saturated ground. Transportation Geotechnics. 40. 100966–100966. 14 indexed citations
17.
Chen, Renpeng, Qiwei Liu, Hanlin Wang, et al.. (2023). Evolution of the Soil Arching Effect in a Pile-Supported Embankment Considering the Influence of Particle Breakage. International Journal of Geomechanics. 23(7). 7 indexed citations
18.
Chen, Renpeng, et al.. (2023). Effect of non-simultaneous movement of adjacent twin-trapdoor on soil arching effect through discrete-element method simulation. Transportation Geotechnics. 41. 101007–101007. 8 indexed citations
19.
Song, Xu, Fan‐Yan Meng, Renpeng Chen, Hanlin Wang, & Huai-Na Wu. (2023). Effect of seepage on soil arching effect in deep shield tunnel. Underground Space. 12. 218–233. 17 indexed citations
20.
Yin, Xinsheng, Renpeng Chen, & Fan‐Yan Meng. (2021). Influence of seepage and tunnel face opening on face support pressure of EPB shield. Computers and Geotechnics. 135. 104198–104198. 52 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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