Qihu Qian
About
In The Last Decade
Qihu Qian
65 papers receiving 2.0k citations
Hit Papers
Peers
Comparison fields: 5 of 84
- Mechanics of Materials 1.4k
- Civil and Structural Engineering 992
- Management, Monitoring, Policy and Law 584
- Ocean Engineering 425
- Safety, Risk, Reliability and Quality 412
Countries citing papers authored by Qihu Qian
This map shows the geographic impact of Qihu Qian'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 Qihu Qian with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Qihu Qian more than expected).
Fields of papers citing papers by Qihu Qian
This network shows the impact of papers produced by Qihu Qian. 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 Qihu Qian. The network helps show where Qihu Qian may publish in the future.
Co-authorship network of co-authors of Qihu Qian
This figure shows the co-authorship network connecting the top 25 collaborators of Qihu Qian. A scholar is included among the top collaborators of Qihu Qian 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 Qihu Qian. Qihu Qian is excluded from the visualization to improve readability, since they are connected to all nodes in the network.
All Works
| # | Work | Indexed citations |
|---|---|---|
| 1 | 7 | |
| 2 | 8 | |
| 3 | Finite element numerical simulation of water waves due to reservoir landslides | 1 |
| 4 | STUDY OF PROPAGATION OF P-WAVES IN DUAL NONLINEAR ELASTIC ROCK MEDIUM WITH ONE SET OF JOINTS | 2 |
| 5 | CHALLENGES FACED BY UNDERGROUND PROJECTS CONSTRUCTION SAFETY AND COUNTERMEASURES | 68 |
| 6 | TRANSMISSION OF VARIOUS STRESS WAVES ACROSS MULTI-FRACTURE WITH NONLINEAR DEFORMATION BEHAVIOR | 1 |
| 7 | PROPAGATION OF P-WAVES IN DUAL NONLINEAR ELASTIC MEDIUM FOR JOINTED ROCK MASS | 3 |
| 8 | FOUR CRITERIA OF STABILITY ANALYSIS AND ASSESSMENT OF HIGH ROCK SLOPE | 3 |
| 9 | SOME ADVANCES IN ROCK BLASTING DYNAMICS | 12 |
| 10 | ZONAL FRACTURING MECHANISM IN DEEP TUNNEL | 29 |
| 11 | Discussion on multiple solution of safety factor of a slope | 1 |
| 12 | RECURRENCE MATRIX OF PERMEABLE PROBABILITY IN PERCOLATION MODEL FOR FRACTURED ROCK MASS | 5 |
| 13 | METHOD OF THREE-DIMENSIONAL STABILITY ANALYSIS OF A SYMMETRICAL SLOPE | 4 |
| 14 | Three-dimensional limit equilibrium solution to generalized-shaped slope stability | 3 |
| 15 | COMPARISON OF THEORETICAL AND EXPERIMENTAL ANALYSES OF DYNAMIC CHARACTERISTICS OF BLOCK ROCK MASS | 7 |
| 16 | RIGOROUS AND QUASI-RIGOROUS LIMIT EQUILIBRIUM SOLUTIONS OF 3D SLOPE STABILITY AND APPLICATION TO ENGINEERING | 19 |
| 17 | TECTONIC,DEFORMATION AND FAILURE PROBLEMS OF DEEP ROCK MASS | 21 |
| 18 | STUDY ON PROBLEMS OF NEAR CAVITY OF PENETRATION AND EXPLOSION IN ROCK | 6 |
| 19 | STUDY ON DEFORMATION AND MOTION CHARACTERISTICS OF BLOCKS IN DEEP ROCK MASS | 11 |
| 20 | 60 |
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.