S. R. Lo

2.1k total citations
54 papers, 1.7k citations indexed

About

S. R. Lo is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Management, Monitoring, Policy and Law. According to data from OpenAlex, S. R. Lo has authored 54 papers receiving a total of 1.7k indexed citations (citations by other indexed papers that have themselves been cited), including 53 papers in Civil and Structural Engineering, 12 papers in Safety, Risk, Reliability and Quality and 9 papers in Management, Monitoring, Policy and Law. Recurrent topics in S. R. Lo's work include Geotechnical Engineering and Soil Mechanics (43 papers), Geotechnical Engineering and Underground Structures (41 papers) and Geotechnical Engineering and Soil Stabilization (38 papers). S. R. Lo is often cited by papers focused on Geotechnical Engineering and Soil Mechanics (43 papers), Geotechnical Engineering and Underground Structures (41 papers) and Geotechnical Engineering and Soil Stabilization (38 papers). S. R. Lo collaborates with scholars based in Australia, New Zealand and United Kingdom. S. R. Lo's co-authors include Md Mizanur Rahman, C. T. Gnanendran, M. A. L. Baki, Sri Prabandiyani Retno Wardani, Dariusz Wanatowski, Misko Cubrinovski, Ting Huang, Jun Yan, Md Rajibul Karim and Jiajun Zhang and has published in prestigious journals such as Construction and Building Materials, Géotechnique and Journal of Geotechnical and Geoenvironmental Engineering.

In The Last Decade

S. R. Lo

51 papers receiving 1.6k citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
S. R. Lo Australia 21 1.7k 224 148 103 69 54 1.7k
J. Kuwano Japan 18 800 0.5× 140 0.6× 194 1.3× 119 1.2× 23 0.3× 120 891
A. Boominathan India 19 1.1k 0.7× 68 0.3× 148 1.0× 48 0.5× 67 1.0× 61 1.2k
Dharma Wijewickreme Canada 20 1.1k 0.6× 162 0.7× 154 1.0× 45 0.4× 21 0.3× 63 1.1k
J. Koseki Japan 16 809 0.5× 150 0.7× 271 1.8× 113 1.1× 27 0.4× 88 883
C. T. Gnanendran Australia 22 1.3k 0.8× 110 0.5× 286 1.9× 93 0.9× 80 1.2× 63 1.3k
Thomas L. Brandon United States 17 709 0.4× 167 0.7× 256 1.7× 75 0.7× 29 0.4× 51 770
M. K. Yegian United States 16 1.0k 0.6× 143 0.6× 139 0.9× 102 1.0× 35 0.5× 46 1.1k
Gi-Chun Kang South Korea 15 657 0.4× 108 0.5× 151 1.0× 52 0.5× 80 1.2× 49 699
Luciano Oldecop Argentina 10 621 0.4× 181 0.8× 61 0.4× 49 0.5× 19 0.3× 22 671
Mahdia Hattab France 17 784 0.5× 308 1.4× 74 0.5× 24 0.2× 56 0.8× 51 876

Countries citing papers authored by S. R. Lo

Since Specialization
Citations

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

Fields of papers citing papers by S. R. Lo

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by S. R. Lo. 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 S. R. Lo. The network helps show where S. R. Lo may publish in the future.

Co-authorship network of co-authors of S. R. Lo

This figure shows the co-authorship network connecting the top 25 collaborators of S. R. Lo. A scholar is included among the top collaborators of S. R. Lo 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 S. R. Lo. S. R. Lo 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.
Baki, M. A. L., Md Mizanur Rahman, & S. R. Lo. (2019). Liquefaction of a coal ash investigated by monotonic and cyclic triaxial tests. SOILS AND FOUNDATIONS. 59(5). 1522–1536. 12 indexed citations
2.
Zhang, Jiajun, S. R. Lo, Md Mizanur Rahman, & Jun Yan. (2017). Characterizing Monotonic Behavior of Pond Ash within Critical State Approach. Journal of Geotechnical and Geoenvironmental Engineering. 144(1). 37 indexed citations
3.
Lo, S. R., et al.. (2016). Is critical state soil mechanics framework applicable to pond ash?. Japanese Geotechnical Society Special Publication. 2(6). 292–297.
4.
Lo, S. R., et al.. (2014). Liquefaction Behavior of Coal Ash under Cyclic Loading. Geo-Congress 2014 Technical Papers. 343–351. 1 indexed citations
5.
Baki, M. A. L., Md Mizanur Rahman, & S. R. Lo. (2014). Predicting onset of cyclic instability of loose sand with fines using instability curves. Soil Dynamics and Earthquake Engineering. 61-62. 140–151. 46 indexed citations
6.
Rahman, Md Mizanur & S. R. Lo. (2013). Closure to “Predicting the Onset of Static Liquefaction of Loose Sand with Fines” by Rahman Md. Mizanur and S. R. Lo. Journal of Geotechnical and Geoenvironmental Engineering. 139(10). 1845–1846. 1 indexed citations
7.
Baki, M. A. L., Md Mizanur Rahman, & S. R. Lo. (2012). Cyclic Instability Behaviour of Coal Ash. GeoCongress 2012. 849–858. 6 indexed citations
8.
Wanatowski, Dariusz, et al.. (2012). The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines. Acta Geotechnica. 8(3). 311–322. 19 indexed citations
9.
Rahman, Md Mizanur & S. R. Lo. (2011). Predicting the Onset of Static Liquefaction of Loose Sand with Fines. Journal of Geotechnical and Geoenvironmental Engineering. 138(8). 1037–1041. 84 indexed citations
10.
Lo, S. R. & Md Mizanur Rahman. (2011). STATIC AND CYCLIC LIQUEFACTION OF SAND WITH FINES. 109–125. 1 indexed citations
11.
Rahman, Md Mizanur, S. R. Lo, & M. A. L. Baki. (2011). Equivalent granular state parameter and undrained behaviour of sand–fines mixtures. Acta Geotechnica. 6(4). 183–194. 127 indexed citations
12.
Lo, S. R., et al.. (2009). Modified state parameter for characterizing static liquefaction of sand with fines. Canadian Geotechnical Journal. 46(3). 281–295. 113 indexed citations
13.
Lo, S. R., et al.. (2009). Matric Suction Measurement in Stress Path Cyclic Triaxial Testing of Unbound Granular Base Materials. Geotechnical Testing Journal. 33(1). 33–44. 40 indexed citations
14.
15.
Rahman, Md Mizanur, S. R. Lo, & C. T. Gnanendran. (2008). On equivalent granular void ratio and steady state behaviour of loose sand with fines. Canadian Geotechnical Journal. 45(10). 1439–1456. 216 indexed citations
16.
Rahman, Md Mizanur & S. R. Lo. (2008). The prediction of equivalent granular steady state line of loose sand with fines. Geomechanics and Geoengineering. 3(3). 179–190. 116 indexed citations
17.
Rahman, Md Mizanur & S. R. Lo. (2007). Equivalent granular void ratio and state parameters for loose clean sand with small amount of fines. University of Canterbury Research Repository (University of Canterbury). 11 indexed citations
18.
Lo, S. R., et al.. (2007). Characteristic and design soil parameters: use of statistics. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 160(3). 141–146. 7 indexed citations
19.
Lo, S. R., et al.. (1995). Modelling of bias and non-normal distribution for limit state design of piles.
20.
Lo, S. R., et al.. (1992). Short Term Stability of Reinforced Embankment on Soft Clay: Modelling of Strain Softening and Reinforcement Extensibility. SOILS AND FOUNDATIONS. 32(1). 189–204. 2 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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