PulseExploreJournal ClubDebatesTrendingResearchersJournals
Instagram
HomeExploreJournal ClubTrending
Synapse
⌘+K
Synapse
February 21, 2026Scientific Reports0 citationsOpen Access

GIS-based soil bearing capacity zonation maps for the Dhaka metropolitan development plan (DMDP) area, Bangladesh

MRMd. Shafiqur RahmanZAZaid AlajlanMAMehedi Ahmed Ansary

Key Points

  • The aim is to create soil bearing capacity zonation maps for the Dhaka Metropolitan area to assist in preliminary foundation design.
  • Compiled and analyzed 360 borehole records
  • Utilized ArcGIS 10.5 for mapping
  • Applied Ordinary Kriging interpolation
  • Developed maps for shallow foundations at 1.5 m and 3.0 m depth and pile capacity at 12.0 m and 20.0 m depth
  • Compared estimated pile capacities with load test results for accuracy evaluation
  • Developed four shallow foundation zonation maps and two pile capacity zonation maps
  • Achieved RMSE of 5.76% and MAE of 4.61
  • Coefficient of determination (R2) of 0.6 and correlation coefficient of 0.77
  • Noted soil type significantly influences allowable bearing capacity
  • Provided a clear overview for geotechnical site selection and cost estimation

Abstract

This study develops soil bearing capacity zonation maps for the Dhaka Metropolitan Development Plan (DMDP) area in Bangladesh. A total of 360 borehole records from different locations within the region were compiled and analyzed. The mapping was carried out in ArcGIS 10.5, utilizing the Ordinary Kriging interpolation method. This research has developed 4 (four) shallow foundation bearing capacity zonation maps for the DMDP area at 1.5 m and 3.0 m depth and 2 (two) pile capacity zonation maps at 12.0 m and 20.0 m depth based on SPT-N60 values.Precast pile size of 12″×12″ was used for the calculation of pile capacity at 12.0 m and 20.0 m depth, respectively. The accuracy of the zonation maps was evaluated by comparing estimated pile capacities at 12.0 m with pile load test results at seven locations. The analysis yielded an RMSE (Root Mean Square Error) of 5.76%, MAE (Mean Absolute Error) of 4.61, a coefficient of determination (R2) of 0.6, and a correlation coefficient of 0.77. The allowable bearing capacity in the study area is significantly influenced by soil type and shallow soil conditions. The bearing capacity zonation maps will assist geotechnical designers in the initial selection of the site and depiction of encountered strata. The map conserves time and resources by providing a fundamental overview of the preliminary foundation design, covering the estimated cost.

Ask AI
Helpful
Bookmark
Share
View Full Paper

Cite This Study

Rahman et al. (2026) studied this question.

synapsesocial.com/papers/69994bef873532290d02000ahttps://doi.org/10.1038/s41598-026-39800-0
Ask AI
Helpful
Bookmark
Share
View Full Paper

Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Geotechnical Zonation of Cone Penetration Test -Based Bearing Capacity Using GIS Interpolation and Pile Driving Analyzer Validation2025
  2. 2Groundwater potential zone mapping in the coastal Bagerhat district of Bangladesh using GIS and remote sensing techniques2026
  3. 3Comparative Analysis of Bearing Capacity Methods for Batman Soils: A GIS-Based Approach2026 · 1 citations
  4. 4Production of maps for bearing capacity of the shallow foundation in Baghdad city using SPTs and MATLAB software2024
  5. 5Assessing liquefaction potential in Dhaka: a case study of some reclaimed lands using LPI and Monte Carlo simulation2026