Automated Author ProfileSuwal, Bikesh
Suwal, Bikesh
Current S-Index
Sum of Dataset Indices for all datasets
Average Dataset Index per Dataset
Average Dataset Index per dataset
Total Datasets
Total datasets for this author
Average FAIR Score
Average FAIR Score per dataset
Total Citations
Total citations to the author's datasets
Total Mentions
Total mentions of the author's datasets
S-Index Interpretation
The S-Index (Sharing Index) is a comprehensive metric that represents the cumulative impact of all your datasets. It is calculated as the sum of Dataset Index scores across all your claimed datasets.
What it means:
- A higher S-index indicates greater overall impact of your datasets relative to typical datasets in their fields of research
- The S-Index grows as you add more datasets or as existing datasets gain more citations and mentions
- It provides a single number to track your research data impact over time
Current S-Index: 3.5 (sum of 3 datasets Dataset Index scores)
More information here.
S-Index Over Time
Cumulative Citations Over Time
Cumulative Mentions Over Time
Datasets
This is the raw data of the results obtained from compressive strength and permeability tests conducted on pervious concrete specimens. The pervious concrete specimens were prepared by mixing sand, 43-grade OPC cement, and coarse aggregates, which come in two size ranges: 20mm to 13mm and 13mm to 3.75mm. The variations of pervious concrete are: 1)Natural Aggregates used in conventional concrete replaced by Recycled Concrete Aggregate(RCA) at the proportions of 0%, 33.33%, 66.67% and 100%.2) Cement in conventional concrete replaced by Brick dust at proportions of 0%, 8% and 16%.These variations were introduced to study the impact of these material substitutions on the properties of pervious concrete.
Authors
- Suwal, Bikesh ;
- Poudel, Biplan ;
- Basnet, Bidur
This is the raw data of the results obtained from compressive strength and permeability tests conducted on pervious concrete specimens. The pervious concrete specimens were prepared by mixing sand, 43-grade OPC cement, and coarse aggregates, which come in two size ranges: 20mm to 13mm and 13mm to 3.75mm. The variations of pervious concrete are: 1)Natural Aggregates used in conventional concrete replaced by Recycled Concrete Aggregate(RCA) at the proportions of 0%, 33.33%, 66.67% and 100%.2) Cement in conventional concrete replaced by Brick dust at proportions of 0%, 8% and 16%.These variations were introduced to study the impact of these material substitutions on the properties of pervious concrete.
Authors
- Suwal, Bikesh ;
- Poudel, Biplan ;
- Basnet, Bidur
This is the raw data of the results obtained from compressive strength and permeability tests conducted on pervious concrete specimens. The pervious concrete specimens were prepared by mixing sand, 43-grade OPC cement, and coarse aggregates, which come in two size ranges: 20mm to 13mm and 13mm to 3.75mm. The variations of pervious concrete are: 1)Natural Aggregates used in conventional concrete replaced by Recycled Concrete Aggregate(RCA) at the proportions of 0%, 33.33%, 66.67% and 100%. 2) Cement in conventional concrete replaced by Brick dust at proportions of 0%, 8% and 16%. These variations were introduced to study the impact of these material substitutions on the properties of pervious concrete.
Authors
- Suwal, Bikesh