Geotechnical data-driven mapping for resilient infrastructure: an augmented spatial interpolation framework

Journal article


Ijaz, N., Ijaz, Z., Zhou, N., Zia ur Rehman, Jaffar, S. T. A., Ijaz, H. and Ijaz, A. 2025. Geotechnical data-driven mapping for resilient infrastructure: an augmented spatial interpolation framework. Buildings. 15 (17), pp. 1-24. https://doi.org/10.3390/buildings15173211
AuthorsIjaz, N., Ijaz, Z., Zhou, N., Zia ur Rehman, Jaffar, S. T. A., Ijaz, H. and Ijaz, A.
Abstract

Spatial heterogeneity in soil deposition poses a significant challenge to accurate geotechnical characterization, which is essential for sustainable infrastructure development. This study presents an advanced geotechnical data-driven mapping framework, based on a monotonized and augmented formulation of Shepard’s inverse distance weighting (IDW) algorithm, implemented through the Google Earth Engine (GEE) platform. The approach is rigorously evaluated through a comparative analysis against the classical IDW and Kriging techniques using standard key performance indices (KPIs). Comprehensive field and laboratory data repositories were developed in accordance with international geotechnical standards (e.g., ASTM). Key geotechnical parameters, i.e., standard penetration test (SPT-N) values, shear wave velocity (Vs), soil classification, and plasticity index (PI), were used to generate high-resolution geospatial models for a previously unmapped region, thereby providing essential baseline data for building infrastructure design. The results indicate that the augmented IDW approach exhibits the best spatial gradient conservation and local anomaly detection performance, in alignment with Tobler’s First Law of Geography, and outperforms Kriging and classical IDW in terms of predictive accuracy and geologic plausibility. Compared to classical IDW and Kriging, the augmented IDW algorithm achieved up to a 44% average reduction in the RMSE and MAE, along with an approximately 30% improvement in NSE and PC. The difference in spatial areal coverage was found to be up to 20%, demonstrating an improved capacity to model spatial subsurface heterogeneity. Thematic design maps of the load intensity (LI), safe bearing capacity (SBC), and optimum foundation depth (OD) were constructed for ready application in practical design. This work not only establishes the inadequacy of conventional geostatistical methods in highly heterogeneous soil environments but also provides a scalable framework for geotechnical mapping with accuracy in data-poor environments.

Keywordsgeotechnical data-driven mapping; soil characterization; key performance indicators; resilient building infrastructure; design guidelines
Year2025
JournalBuildings
Journal citation15 (17), pp. 1-24
PublisherMDPI
ISSN2075-5309
Digital Object Identifier (DOI)https://doi.org/10.3390/buildings15173211
Web address (URL)http://dx.doi.org/10.3390/buildings15173211
Publisher's version
License
File Access Level
Open
Output statusPublished
Publication dates05 Sep 2025
Publication process dates
Accepted02 Sep 2025
Deposited30 Sep 2025
Permalink -

https://repository.derby.ac.uk/item/v0wv8/geotechnical-data-driven-mapping-for-resilient-infrastructure-an-augmented-spatial-interpolation-framework

Download files


Publisher's version
buildings-15-03211-v3.pdf
License: CC BY 4.0
File access level: Open

  • 21
    total views
  • 0
    total downloads
  • 13
    views this month
  • 0
    downloads this month

Export as

Related outputs

Optimized machine learning-based enhanced modeling of pile bearing capacity in layered soils using random and grid search techniques
Arbi, S.J., Rehman, Z., Hassan, W., Khalid, U., Ijaz, N., Maqsood, Z. and Haider, A. 2025. Optimized machine learning-based enhanced modeling of pile bearing capacity in layered soils using random and grid search techniques. Earth Science Informatics. 18, pp. 1-22. https://doi.org/https://doi.org/10.1007/s12145-025-01784-2
Coupled effect of cyclic wet-dry environment and vibration event on desiccation crack and mechanical characteristics of polypropylene fiber-reinforced clay
Khalid, U., Rehman, Z. and Ahmad, A. 2025. Coupled effect of cyclic wet-dry environment and vibration event on desiccation crack and mechanical characteristics of polypropylene fiber-reinforced clay. Transportation Geotechnics. 51, pp. 1-14. https://doi.org/10.1016/j.trgeo.2025.101542
Big data-driven global modeling of cohesive soil compaction across conceptual and arbitrary energies through machine learning
Rehman, Z., Khalid, U., Ijaz, N. and Ijaz, Z. 2025. Big data-driven global modeling of cohesive soil compaction across conceptual and arbitrary energies through machine learning. Transportation Geotechnics. 50, pp. 1-23. https://doi.org/10.1016/j.trgeo.2024.101470
Reclaimed brick masonry waste recycling in macro–micro amelioration of cemented clayey soil: an eco-friendly construction waste solution
Ahmad, A., Khalid, U., Rehman, Z. and Iqbal, M.J. 2025. Reclaimed brick masonry waste recycling in macro–micro amelioration of cemented clayey soil: an eco-friendly construction waste solution. Journal of Material Cycles and Waste Management. 27, pp. 1062-1083. https://doi.org/10.1007/s10163-025-02161-3
Optimizing subsurface geotechnical data integration for sustainable building infrastructure
Ijaz, N., Ijaz, Z., Rehman, Z., Ijaz, H., Ijaz, A. and Hamza, M. 2025. Optimizing subsurface geotechnical data integration for sustainable building infrastructure. Buildings. 15 (1), pp. 1-19. https://doi.org/10.3390/buildings15010140
A hydraulic binder for reconstituted compacted clay under wet-dry cycles: Low carbon limestone calcined clay cement
Ijaz, N., Ye, W., Wang, Q., Chen, Y., Rehman, Z., Ijaz, Z. and Khalid, U. 2024. A hydraulic binder for reconstituted compacted clay under wet-dry cycles: Low carbon limestone calcined clay cement. Journal of Rock Mechanics and Geotechnical Engineering. https://doi.org/10.1016/j.jrmge.2024.11.034