A. Ghazvinian

1.4k total citations
35 papers, 1.2k citations indexed

About

A. Ghazvinian is a scholar working on Mechanics of Materials, Civil and Structural Engineering and Management, Monitoring, Policy and Law. According to data from OpenAlex, A. Ghazvinian has authored 35 papers receiving a total of 1.2k indexed citations (citations by other indexed papers that have themselves been cited), including 30 papers in Mechanics of Materials, 23 papers in Civil and Structural Engineering and 10 papers in Management, Monitoring, Policy and Law. Recurrent topics in A. Ghazvinian's work include Rock Mechanics and Modeling (24 papers), Landslides and related hazards (10 papers) and Tunneling and Rock Mechanics (10 papers). A. Ghazvinian is often cited by papers focused on Rock Mechanics and Modeling (24 papers), Landslides and related hazards (10 papers) and Tunneling and Rock Mechanics (10 papers). A. Ghazvinian collaborates with scholars based in Iran, Austria and Australia. A. Ghazvinian's co-authors include Hamid Reza Nejati, Vahab Sarfarazi, Manfred Blümel, Rashid Geranmayeh Vaneghi, Walter Schubert, Wulf Schubert, Masoud Monjezi, Amir Bahrami, Kamran Goshtasbı and Mahmoud Hashemi and has published in prestigious journals such as Construction and Building Materials, International Journal of Rock Mechanics and Mining Sciences and Rock Mechanics and Rock Engineering.

In The Last Decade

A. Ghazvinian

32 papers receiving 1.2k citations

Peers — A (Enhanced Table)

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

Name	h						Papers	Cites
A. Ghazvinian Iran	16	1.0k	624	512	326	234	35	1.2k
Dingping Xu China	22	1.2k 1.1×	668 1.1×	539 1.1×	293 0.9×	468 2.0×	86	1.4k
Yongtao Gao China	21	803 0.8×	573 0.9×	377 0.7×	284 0.9×	194 0.8×	83	1.2k
M. Bahaaddini Iran	16	1.5k 1.4×	793 1.3×	892 1.7×	373 1.1×	348 1.5×	39	1.6k
Bruce Hebblewhite Australia	17	1.6k 1.5×	756 1.2×	781 1.5×	408 1.3×	418 1.8×	35	1.8k
Yangyi Zhou China	24	1.3k 1.3×	676 1.1×	664 1.3×	367 1.1×	446 1.9×	61	1.5k
Xiang Fan China	22	1.3k 1.3×	751 1.2×	812 1.6×	417 1.3×	282 1.2×	47	1.6k
Xuedong Luo China	20	611 0.6×	590 0.9×	332 0.6×	210 0.6×	164 0.7×	62	1.1k
Weili Gong China	21	1.5k 1.4×	878 1.4×	450 0.9×	343 1.1×	526 2.2×	44	1.8k
Wen Nie China	20	668 0.6×	730 1.2×	267 0.5×	193 0.6×	251 1.1×	58	1.1k
Erling Nordlund Sweden	23	1.3k 1.2×	811 1.3×	444 0.9×	407 1.2×	370 1.6×	79	1.6k

Countries citing papers authored by A. Ghazvinian

Since Specialization

Citations

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

Fields of papers citing papers by A. Ghazvinian

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

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

Co-authorship network of co-authors of A. Ghazvinian

This figure shows the co-authorship network connecting the top 25 collaborators of A. Ghazvinian. A scholar is included among the top collaborators of A. Ghazvinian 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 A. Ghazvinian. A. Ghazvinian is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

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20 of 20 papers shown

Ghazvinian, A., et al.. (2021). A new peak shear strength criterion of three-dimensional rock joints considering the scale effects. Arabian Journal of Geosciences. 14(11). 3 indexed citations

Nejati, Hamid Reza, et al.. (2020). On Applicability of Some Indirect Tests for Estimation of Tensile Strength of Anisotropic Rocks. Journal of mining and environment. 11(3). 711–720. 1 indexed citations

Kemeny, John, et al.. (2016). New Development to Measure Mode I. Fracture Toughness in Rock. Periodica Polytechnica Civil Engineering. 14 indexed citations

Sarfarazi, Vahab, A. Ghazvinian, & Wulf Schubert. (2016). Numerical Simulation of Shear Behaviour of Non- Persistent Joints under Low and High Normal Loads. Periodica Polytechnica Civil Engineering. 60(4). 517–529. 7 indexed citations

Ghazvinian, A., et al.. (2016). Assessment of scale effect on 3D roughness parameters of fracture surfaces. European Journal of Environmental and Civil engineering. 23(1). 1–28. 25 indexed citations

Sarfarazi, Vahab, et al.. (2016). A New Approach for Measurement of Tensile Strength of Concrete. Periodica Polytechnica Civil Engineering. 60(2). 199–203. 31 indexed citations

Ghazvinian, A., et al.. (2015). Effect of particle size heterogeneity on fracture toughness and failure mechanism of rocks. International Journal of Rock Mechanics and Mining Sciences. 81. 79–85. 43 indexed citations

Ghazvinian, A., et al.. (2012). Behavior And Failure Mechanism of Angoran Schists Under Uniaxial Compression Loading.

Ghazvinian, A., et al.. (2012). Mixed mode crack propagation in low brittle rock-like materials. Arabian Journal of Geosciences. 6(11). 4435–4444. 100 indexed citations

10.

Nejati, Hamid Reza, et al.. (2012). Reliability and Uncertainty of Prediction of Dynamic Elastic Constants in Reservoir Rock. Journal of Canadian Petroleum Technology. 51(3). 198–204. 4 indexed citations

11.

Ghazvinian, A., et al.. (2011). Physical and Particle Flow Modeling of Shear Behavior of Non-Persistent Joints. 3–21. 1 indexed citations

12.

Ghazvinian, A., et al.. (2010). Effect Of Seismic Load Frequency On The Behavior Of Underground Structures. 5 indexed citations

13.

Bahrami, Amir, Masoud Monjezi, Kamran Goshtasbı, & A. Ghazvinian. (2010). Prediction of rock fragmentation due to blasting using artificial neural network. Engineering With Computers. 27(2). 177–181. 122 indexed citations

14.

Moradian, Zabihallah, A. Ghazvinian, Morteza Ahmadi, & Mahmoud Behnia. (2010). Predicting slake durability index of soft sandstone using indirect tests. International Journal of Rock Mechanics and Mining Sciences. 47(4). 666–671. 29 indexed citations

15.

Ghazvinian, A., et al.. (2009). Exact Satisfaction of Uniaxial Tensile And Compressive Strengths of Rock In a New Failure Criterion Considering Brittle-Ductile Transition As an Initial Boundary Condition.

16.

Noorani, R., et al.. (2009). An Adaptive Neuro-Fuzzy Inference System for Uniaxial Compressive Strength of Rocks. 1 indexed citations

17.

Ghazvinian, A., et al.. (2009). The Shear Behavior of Bedding Planes of Weakness Between Two Different Rock Types with High Strength Difference. Rock Mechanics and Rock Engineering. 43(1). 69–87. 87 indexed citations

18.

Hashemi, Mohammad, et al.. (2008). Capability Of A Rational Function As Rock Failure Criterion Considering Brittle-Ductile Transition. 1 indexed citations

19.

Ghazvinian, A., et al.. (2008). Behavior of Mechanical Anisotropic Specimens under Triaxial Testing. 4 indexed citations

20.

Ghazvinian, A., Mohammad Reza Nikudel, & Vahab Sarfarazi. (2007). Effect of Rock Bridge Continuity And Area On Shear Behavior of Joints. 18 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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