Kyuho Paik

1.1k total citations
27 papers, 833 citations indexed

About

Kyuho Paik is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Mechanical Engineering. According to data from OpenAlex, Kyuho Paik has authored 27 papers receiving a total of 833 indexed citations (citations by other indexed papers that have themselves been cited), including 25 papers in Civil and Structural Engineering, 4 papers in Safety, Risk, Reliability and Quality and 3 papers in Mechanical Engineering. Recurrent topics in Kyuho Paik's work include Geotechnical Engineering and Soil Stabilization (19 papers), Geotechnical Engineering and Underground Structures (18 papers) and Geotechnical Engineering and Soil Mechanics (17 papers). Kyuho Paik is often cited by papers focused on Geotechnical Engineering and Soil Stabilization (19 papers), Geotechnical Engineering and Underground Structures (18 papers) and Geotechnical Engineering and Soil Mechanics (17 papers). Kyuho Paik collaborates with scholars based in South Korea and United States. Kyuho Paik's co-authors include Rodrigo Salgado, Junhwan Lee, Bumjoo Kim, Myung Sagong, Daehyeon Kim, Donggyu Park, No‐Won Park, Mônica Prezzi, Doohyun Kyung and Dipanjan Basu and has published in prestigious journals such as Géotechnique, Journal of Geotechnical and Geoenvironmental Engineering and Canadian Geotechnical Journal.

In The Last Decade

Kyuho Paik

23 papers receiving 772 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
Kyuho Paik South Korea 11 816 227 54 45 45 27 833
D. S. Liyanapathirana Australia 17 954 1.2× 244 1.1× 31 0.6× 159 3.5× 33 0.7× 44 992
Sadok Benmebarek Algeria 18 634 0.8× 365 1.6× 15 0.3× 53 1.2× 94 2.1× 48 665
Mehdi Veiskarami Iran 15 708 0.9× 483 2.1× 22 0.4× 18 0.4× 58 1.3× 59 761
Sean D. Hinchberger Canada 15 680 0.8× 259 1.1× 12 0.2× 19 0.4× 57 1.3× 26 711
M. S. A. Siddiquee Japan 11 477 0.6× 163 0.7× 11 0.2× 46 1.0× 57 1.3× 32 516
Samuel G. Paikowsky United States 13 624 0.8× 311 1.4× 30 0.6× 6 0.1× 58 1.3× 33 663
Rowland Richards United States 15 924 1.1× 327 1.4× 40 0.7× 21 0.5× 142 3.2× 42 1.1k
G. W. E. Milligan United Kingdom 14 928 1.1× 477 2.1× 12 0.2× 120 2.7× 47 1.0× 26 960
Peijun Guo Canada 15 395 0.5× 140 0.6× 36 0.7× 9 0.2× 96 2.1× 31 464
Pingping Rao China 11 306 0.4× 172 0.8× 14 0.3× 22 0.5× 28 0.6× 45 389

Countries citing papers authored by Kyuho Paik

Since Specialization
Citations

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

Fields of papers citing papers by Kyuho Paik

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of Kyuho Paik

This figure shows the co-authorship network connecting the top 25 collaborators of Kyuho Paik. A scholar is included among the top collaborators of Kyuho Paik 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 Kyuho Paik. Kyuho Paik 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.
Paik, Kyuho. (2018). Strength Characteristics of Hollow Prestressed Concrete Filled Steel Tube Piles for Hybrid Composite Piles. Journal of the Korean Geotechnical Society. 34(1). 37–46. 1 indexed citations
2.
Park, No‐Won & Kyuho Paik. (2018). Lateral Behavior of Hybrid Composite Piles Using Prestressed Concrete Filled Steel Tube Piles. Journal of the Korean Geotechnical Society. 34(12). 133–143. 1 indexed citations
3.
Paik, Kyuho, et al.. (2013). Development of Steel Pipe Attached PHC Piles for Increasing Base Load Capacity of Bored Pre-cast Piles. Journal of the Korean Geotechnical Society. 29(8). 53–63. 2 indexed citations
4.
5.
Paik, Kyuho, et al.. (2012). Calculation of the axial bearing capacity of tapered bored piles. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 166(5). 502–514. 12 indexed citations
6.
Lee, Junhwan, et al.. (2012). Estimation of Ultimate Lateral Load Capacity of Piles in Sands Using Calibration Chamber Tests. Geotechnical Testing Journal. 35(4). 563–574. 8 indexed citations
7.
Kyung, Doohyun, et al.. (2011). The Failure Standard to Estimate the Behavior and Bearing Capacity for Connected-type Foundation of Transmission Tower in Clay. Journal of the Korean Geotechnical Society. 27(3). 27–40. 1 indexed citations
8.
Paik, Kyuho. (2010). Lateral Behavior of Driven Piles Subjected to Cyclic Lateral Loads in Sand. Journal of the Korean Geotechnical Society. 26(12). 41–50. 2 indexed citations
9.
Paik, Kyuho, et al.. (2010). Axial Response and Bearing Capacity of Tapered Piles in Sandy Soil. Geotechnical Testing Journal. 34(2). 122–130. 24 indexed citations
10.
Lee, Junhwan, et al.. (2009). Estimation of Axial Load Capacity for Bored Tapered Piles Using CPT Results in Sand. Journal of Geotechnical and Geoenvironmental Engineering. 135(9). 1285–1294. 16 indexed citations
11.
Paik, Kyuho, et al.. (2009). Analysis of active earth pressure against rigid caissons backfilled with crushed rock and sand. Canadian Geotechnical Journal. 46(10). 1216–1228. 4 indexed citations
12.
Paik, Kyuho & Junhwan Lee. (2008). Calculation of Bearing Capacity of Tapered Drilled Shafts in Cohesionless Soils Using Shape Factor. Journal of the Korean Geotechnical Society. 24(12). 13–22. 1 indexed citations
13.
Paik, Kyuho, et al.. (2007). Influence of Taper Angle on Axial Behavior of Tapered Piles in Sand. Journal of the Korean Geotechnical Society. 23(8). 69–76. 1 indexed citations
14.
Sagong, Myung, Kyuho Paik, & Daehyeon Kim. (2007). A New Approach to Estimate Side Resistance of Rock Socketed Drilled Shafts. SOILS AND FOUNDATIONS. 47(2). 415–421. 11 indexed citations
15.
Paik, Kyuho, et al.. (2005). A New Joining Method of PHC Piles Using Pile Coupler. 25. 143–150. 1 indexed citations
16.
Paik, Kyuho & Rodrigo Salgado. (2004). Effect of Pile Installation Method on Pipe Pile Behavior in Sands. Geotechnical Testing Journal. 27(1). 78–88. 21 indexed citations
17.
Paik, Kyuho & Rodrigo Salgado. (2004). Effect of Pile Installation Method on Pipe Pile Behavior in Sands. Geotechnical Testing Journal. 27(1). 1–11. 26 indexed citations
18.
Paik, Kyuho, Rodrigo Salgado, & Junhwan Lee. (2004). Design Lessons from Load Tests on Open- and Closed-Ended Pipe Piles. 1 indexed citations
19.
Paik, Kyuho & Rodrigo Salgado. (2003). Estimation of active earth pressure against rigid retaining walls considering arching effects. Géotechnique. 53(7). 643–653. 254 indexed citations
20.
Paik, Kyuho, et al.. (1993). Behavior of soil plugs in open‐ended model piles driven into sands. Marine Georesources and Geotechnology. 11(4). 353–373. 72 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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