D. M. Dewaikar

668 total citations
37 papers, 540 citations indexed

About

D. M. Dewaikar is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Mechanics of Materials. According to data from OpenAlex, D. M. Dewaikar has authored 37 papers receiving a total of 540 indexed citations (citations by other indexed papers that have themselves been cited), including 37 papers in Civil and Structural Engineering, 19 papers in Safety, Risk, Reliability and Quality and 4 papers in Mechanics of Materials. Recurrent topics in D. M. Dewaikar's work include Geotechnical Engineering and Underground Structures (35 papers), Geotechnical Engineering and Soil Stabilization (28 papers) and Geotechnical Engineering and Analysis (19 papers). D. M. Dewaikar is often cited by papers focused on Geotechnical Engineering and Underground Structures (35 papers), Geotechnical Engineering and Soil Stabilization (28 papers) and Geotechnical Engineering and Analysis (19 papers). D. M. Dewaikar collaborates with scholars based in India and United States. D. M. Dewaikar's co-authors include Deepankar Choudhury, Jagabandhu Dixit, R. S. Jangid, J. N. Mandal, H. S. Chore and Vishwas A. Sawant and has published in prestigious journals such as Canadian Geotechnical Journal, Natural Hazards and Natural hazards and earth system sciences.

In The Last Decade

D. M. Dewaikar

36 papers receiving 513 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
D. M. Dewaikar India 14 517 292 28 19 17 37 540
Hadi Shahir Iran 10 469 0.9× 91 0.3× 28 1.0× 8 0.4× 41 2.4× 33 496
Mojtaba Jahanandish Iran 10 339 0.7× 153 0.5× 14 0.5× 9 0.5× 15 0.9× 34 358
Syed Mohd Ahmad United Kingdom 13 442 0.9× 96 0.3× 10 0.4× 21 1.1× 15 0.9× 29 463
Osamu Matsuo Japan 11 613 1.2× 111 0.4× 20 0.7× 16 0.8× 61 3.6× 20 628
Fuchen Teng Taiwan 11 219 0.4× 153 0.5× 19 0.7× 17 0.9× 36 2.1× 25 285
Demetrious C. Koutsoftas United States 10 369 0.7× 165 0.6× 18 0.6× 7 0.4× 35 2.1× 33 385
Fengwen Lai China 12 405 0.8× 264 0.9× 19 0.7× 22 1.2× 24 1.4× 31 434
Wei-Hou Shui China 8 297 0.6× 84 0.3× 44 1.6× 12 0.6× 58 3.4× 14 320
Jianlin Yu China 9 310 0.6× 125 0.4× 23 0.8× 13 0.7× 32 1.9× 29 333
I. C. Pyrah United Kingdom 8 435 0.8× 107 0.4× 27 1.0× 64 3.4× 20 1.2× 26 455

Countries citing papers authored by D. M. Dewaikar

Since Specialization
Citations

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

Fields of papers citing papers by D. M. Dewaikar

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by D. M. Dewaikar. 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 D. M. Dewaikar. The network helps show where D. M. Dewaikar may publish in the future.

Co-authorship network of co-authors of D. M. Dewaikar

This figure shows the co-authorship network connecting the top 25 collaborators of D. M. Dewaikar. A scholar is included among the top collaborators of D. M. Dewaikar 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 D. M. Dewaikar. D. M. Dewaikar 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.
Dewaikar, D. M., et al.. (2017). Prediction of Interpreted Failure Loads of Rock-Socketed Piles in Mumbai Region using Hybrid Artificial Neural Networks with Genetic Algorithm. International Journal of Engineering Research and. V6(6). 2 indexed citations
2.
Dewaikar, D. M., et al.. (2017). COMPUTATION OF BEARING CAPACITY FACTOR Nq –TERZAGHI AND PRANDTL MECHANISM. ASEAN Journal on Science and Technology for Development. 25(2). 227–236.
3.
Dewaikar, D. M., et al.. (2017). Analysis of rock-socketed piles loaded in axial compression in Mumbai region based on load transfer characteristics. International Journal of Geotechnical Engineering. 13(3). 261–269. 12 indexed citations
4.
Dewaikar, D. M., et al.. (2016). A numerical approach to assess the capacity of rock-socketed piles subjected to axial compression in Mumbai region based on the pile load test data. International Journal of Geotechnical Engineering. 11(5). 441–451. 8 indexed citations
5.
Dewaikar, D. M., et al.. (2016). Numerical Evaluation of Passive Earth-Pressure Coefficients under the Effect of Surcharge Loading. International Journal of Geomechanics. 17(3). 10 indexed citations
6.
Mandal, J. N., et al.. (2015). Determination of passive earth pressure coefficients using limit equilibrium approach coupled with the Kötter equation. Canadian Geotechnical Journal. 52(9). 1241–1254. 35 indexed citations
7.
Dewaikar, D. M., et al.. (2015). Computation of passive earth pressure coefficients for a vertical retaining wall with inclined cohesionless backfill. International Journal of Geo-Engineering. 6(1). 14 indexed citations
8.
Dewaikar, D. M., et al.. (2013). Computation of Passive Earth Pressure Coefficients for a Horizontal Cohesionless Backfill Using the Method of Slices. 2(1). 32–41. 9 indexed citations
9.
Choudhury, Deepankar, et al.. (2013). Seismic uplift capacity of shallow horizontal strip anchor under oblique load using pseudo-dynamic approach. SOILS AND FOUNDATIONS. 53(5). 692–707. 25 indexed citations
10.
Dewaikar, D. M., et al.. (2012). Effects of pullout direction and anchor inclination on computation of pseudo-static uplift capacity for strip anchors in sand. Disaster Advances. 5(4). 9–16. 5 indexed citations
11.
12.
Dewaikar, D. M., et al.. (2011). An Experimental Study into Behaviour of Circular Footing on Reinforced Soil. International Journal on Advanced Science Engineering and Information Technology. 1(6). 630–630. 2 indexed citations
13.
Choudhury, Deepankar, et al.. (2011). Pseudo-Static Uplift Capacity of Horizontal Strip Anchors. 1821–1831. 7 indexed citations
14.
Dewaikar, D. M., et al.. (2010). Analysis of rectangular and square anchors in cohesionless soil. International Journal of Geotechnical Engineering. 4(1). 79–87. 12 indexed citations
15.
Dewaikar, D. M., et al.. (2010). Computations of uplift capacity of pile anchors in cohesionless soil. Acta Geotechnica. 5(2). 87–94. 44 indexed citations
16.
Dewaikar, D. M., et al.. (2006). A New Hyperbolic p-y Curve Model for Laterally Loaded Piles in Soft Clay. 152–158. 11 indexed citations
17.
Dewaikar, D. M., et al.. (2006). Load Transfer Characteristics of Socketed Piles in Mumbai Region. SOILS AND FOUNDATIONS. 46(2). 247–257. 23 indexed citations
18.
Dewaikar, D. M., et al.. (2003). Computation of Bearing Capacity Factor Nγ—Terzaghi’s Mechanism. International Journal of Geomechanics. 3(1). 123–128. 30 indexed citations
19.
Sawant, Vishwas A. & D. M. Dewaikar. (1999). ANALYSIS OF PILE SUBJECTED TO CYCLIC LATERAL LOADING. 30(1). 1 indexed citations
20.
Dewaikar, D. M., et al.. (1999). Numerical and model studies of strip footing supported by a reinforced granular fill - soft soil system. Canadian Geotechnical Journal. 36(5). 793–806. 41 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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