Innovative safety framework and direct load–settlement method to optimize vertical subgrade modulus in sustainable mat foundations

This work presents a rigorously formulated methodology for directly estimating the vertical subgrade modulus ( Ks ) in slab foundations, overcoming key deficiencies of conventional indirect and semi-direct approaches. The model integrates elastic half-space theory with multilayer settlement analysis and oedometer-based consolidation mechanics, explicitly incorporating depth of influence and load compensation effects—parameters typically excluded from standard practice. The proposed formulation yields a Ks value of 5.30 MN/m 3 , closely matching the harmonic mean of established upper (17.82 MN/m 3 ) and lower (2.91 MN/m 3 ) bounds, thereby producing a modulus consistent with elastic energy principles and mechanistically grounded, suitable for advanced soil–structure interaction modeling. A new, application-specific safety coefficient for Ks is introduced, offering a calibrated metric for reliability-based foundation design under spatially variable subsurface conditions. The study implements a life-cycle sustainability assessment across three reinforced concrete slab foundation alternatives, utilizing a hybrid neutrosophic analytic hierarchy process (NAHP-G) in conjunction with the ELECTRE IS multi-criteria decision method. This framework enables integrated evaluation across structural, environmental, and socio-economic dimensions. Results indicate a 2.5-fold enhancement in the social safety index and a 50 % relative improvement in sustainability performance compared with baseline methodologies. The outcomes delineate a unified analytical and decision-making framework for subgrade characterization and foundation optimization, advancing the state of practice in geotechnical design and sustainability integration. • A direct method links raft loads to settlements for Ks estimation with high fidelity. • A novel Ks safety factor accounts for uncertainty and improves serviceability design. • The method increases safety margins 2.5× and reduces embodied impacts by 50 %. • Ks estimation for sustainable design embedded in NAHP-G and ELECTRE IS framework. • Redefines Ks as a design variable, not a soil constant, resolving decades of misuse.

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Publication Details

Journal
Environmental Impact Assessment Review
Published
2025-11-25
DOI
https://doi.org/10.1016/j.eiar.2025.108191
Primary Topic
Geotechnical Engineering and Analysis
Type
article
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article

Innovative safety framework and direct load–settlement method to optimize vertical subgrade modulus in sustainable mat foundations

Ignacio J. Navarro, Víctor Yepes, Antonio J. Sánchez-Garrido, José F. Moreno-Serrano
Environmental Impact Assessment Review
Geotechnical Engineering and Analysis
article

Innovative safety framework and direct load–settlement method to optimize vertical subgrade modulus in sustainable mat foundations

Ignacio J. Navarro, Víctor Yepes, Antonio J. Sánchez-Garrido, José F. Moreno-Serrano
article en

Abstract

This work presents a rigorously formulated methodology for directly estimating the vertical subgrade modulus ( Ks ) in slab foundations, overcoming key deficiencies of conventional indirect and semi-direct approaches. The model integrates elastic half-space theory with multilayer settlement analysis and oedometer-based consolidation mechanics, explicitly incorporating depth of influence and load compensation effects—parameters typically excluded from standard practice. The proposed formulation yields a Ks value of 5.30 MN/m 3 , closely matching the harmonic mean of established upper (17.82 MN/m 3 ) and lower (2.91 MN/m 3 ) bounds, thereby producing a modulus consistent with elastic energy principles and mechanistically grounded, suitable for advanced soil–structure interaction modeling. A new, application-specific safety coefficient for Ks is introduced, offering a calibrated metric for reliability-based foundation design under spatially variable subsurface conditions. The study implements a life-cycle sustainability assessment across three reinforced concrete slab foundation alternatives, utilizing a hybrid neutrosophic analytic hierarchy process (NAHP-G) in conjunction with the ELECTRE IS multi-criteria decision method. This framework enables integrated evaluation across structural, environmental, and socio-economic dimensions. Results indicate a 2.5-fold enhancement in the social safety index and a 50 % relative improvement in sustainability performance compared with baseline methodologies. The outcomes delineate a unified analytical and decision-making framework for subgrade characterization and foundation optimization, advancing the state of practice in geotechnical design and sustainability integration. • A direct method links raft loads to settlements for Ks estimation with high fidelity. • A novel Ks safety factor accounts for uncertainty and improves serviceability design. • The method increases safety margins 2.5× and reduces embodied impacts by 50 %. • Ks estimation for sustainable design embedded in NAHP-G and ELECTRE IS framework. • Redefines Ks as a design variable, not a soil constant, resolving decades of misuse.

Environmental Impact Assessment ReviewVol. 118
Universidad de Granada (ES), Universitat Politècnica de València (ES)
Openalex Percentile: Top 56%
Geotechnical Engineering and Analysis
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