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.
Application of deep learning algorithms in geotechnical engineering: a short critical review
2021392 citationsHanlong Liu, Yumin Chen et al.profile →
Efficient Large Language Model Fine-Tuning with Joint Structural Pruning and Parameter Sharing
This map shows the geographic impact of Yumin Chen'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 Yumin Chen with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Yumin Chen more than expected).
This network shows the impact of papers produced by Yumin Chen. 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 Yumin Chen. The network helps show where Yumin Chen may publish in the future.
Co-authorship network of co-authors of Yumin Chen
This figure shows the co-authorship network connecting the top 25 collaborators of Yumin Chen.
A scholar is included among the top collaborators of Yumin Chen 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 Yumin Chen. Yumin Chen is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Chen, Yumin, et al.. (2016). Experimental investigation into dynamic response of shallow-buried reinforced concrete structure in blast-induced liquefied sandy foundation. 37(12). 3519.1 indexed citations
12.
Liu, Hanlong, Yifei Sun, Yang Gui, & Yumin Chen. (2012). A review of particle breakage characteristics of coarse aggregates. Journal of Hohai University. 40(4). 361–369.6 indexed citations
13.
Chen, Yumin. (2012). Influence of Grout Permeation on Grouted Gravel Pile. Journal of Disaster Prevention and Mitigation Engineering.
14.
Chen, Yumin. (2012). Unified relationship between intermediate principal stress and internal friction angle for sand. Chinese Journal of Geotechnical Engineering.1 indexed citations
15.
Chen, Yumin. (2011). Heave deformation of existing tunnels under new tunnel excavation. Journal of PLA University of Science and Technology.1 indexed citations
16.
Chen, Yumin. (2011). Analysis of load transfer characteristics of single grouted gravel pile. Rock and Soil Mechanics.1 indexed citations
17.
Chen, Yumin. (2011). Test on vertical behavior of cast-in-situ X-shaped concrete pile and its ultimate bearing capacity prediction. Meitan xuebao.4 indexed citations
18.
Chen, Yumin. (2010). Experimental study of factors influencing dynamic shear modulus and damping ratio of dam inverted filler. Rock and Soil Mechanics.2 indexed citations
19.
Chen, Yumin. (2009). Analysis of flow characteristics of dynamic torsional tests on post liquefied sand. Rock and Soil Mechanics.1 indexed citations
20.
Chen, Yumin. (2008). Numerical analysis of behavior of thin-wall pipe pile under lateral load in layered soil. Journal of Hohai University.1 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.