Xiangling Li
About
In The Last Decade
Xiangling Li
36 papers receiving 482 citations
Peers
Comparison fields: 5 of 58
- Civil and Structural Engineering 298
- Mechanics of Materials 191
- Mechanical Engineering 114
- Ocean Engineering 109
- Environmental Engineering 89
Countries citing papers authored by Xiangling Li
This map shows the geographic impact of Xiangling Li'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 Xiangling Li with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Xiangling Li more than expected).
Fields of papers citing papers by Xiangling Li
This network shows the impact of papers produced by Xiangling Li. 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 Xiangling Li. The network helps show where Xiangling Li may publish in the future.
Co-authorship network of co-authors of Xiangling Li
This figure shows the co-authorship network connecting the top 25 collaborators of Xiangling Li. A scholar is included among the top collaborators of Xiangling Li 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 Xiangling Li. Xiangling Li is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | 0 | |
| 2 | 0 | |
| 3 | 4 | |
| 4 | 7 | |
| 5 | 19 | |
| 6 | 35 | |
| 7 | 26 | |
| 8 | SUPER-SUBLOADING SURFACE MODIFIED CAM-CLAY MODEL CONSIDERING COHESION AND ITS NUMERICAL IMPLEMENTATION | 0 |
| 9 | STUDY OF CONSTRUCTION CHARACTERISTICS AND DYNAMIC BEHAVIOR OF DEEP CLAY STONE DURING SHIELD TUNNELING UNDER SEEPAGE-STRESS COUPLING EFFECT | 1 |
| 10 | MODIFIED CAM-CLAY MODEL CONSIDERING COHESION AND S-D EFFECT AND ITS NUMERICAL IMPLEMENTATION | 2 |
| 11 | 24 | |
| 12 | Study of hydro-mechanical-damage coupled creep constitutive model of mudstone,Part I:Theoretical model | 2 |
| 13 | Research on seepage-stress coupling damage model of Boom clay during tunneling | 6 |
| 14 | Parameter identification of new elastoplastic damage constitutive model for claystone | 1 |
| 15 | Parameter Sensitivity Analysis for Seepage-Stress Coupling Model of Boom Clay Based on Non-parameter Statistics | 0 |
| 16 | 14 | |
| 17 | Experimental evaluation of the hydraulic resistance of compacted bentonite/boom clay interface | 2 |
| 18 | ANALYSIS OF SURROUNDING ROCK STABILITY OF MUDSTONE LARGE-DEFORMATION TUNNEL EXCAVATED BY SHIELD CONSTRUCTION METHOD | 2 |
| 19 | 1 | |
| 20 | THE BELGIAN HLW REPOSITORY DESIGN AND ASSOCIATED R&D ON THE THM BEHAVIOUR OF THE HOST ROCK AND EBS | 11 |
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.