Evidence map›Paper›PMID 41554812›Full record

ArticleScientific reports2026

Data-driven optimization and pressuremeter modulus prediction using response surface methodology for smarter geotechnical design.

Ghania Boukhatem, Messaouda Bencheikh, Souhila Rehab Bekkouche, Mehmet Serkan Kırgız, D Manikandan, Ramaswamy Krishnaraj

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

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2citing papers in PubMed
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1 · What the graph read from it

What it found

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2 · The registry

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3 · Its place in the literature

Who cites it

2 citing papers in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

6 authors.

Ghania BoukhatemMaterials Geomaterials and Environment Laboratory (LMGE), Department of Civil Engineering, Faculty of Technology, Badji Mokhtar-Annaba University, P.O. Box 12, 23000, Annaba, Algeria.
Messaouda BencheikhLaboratory of Civil Engineering and Hydraulics (LGCH), Faculty of Science and Technology, University 8 May 1945 Guelma, Guelma, Algeria.
Souhila Rehab BekkoucheMaterials Geotechnics Housing and Urbanism Laboratory (LMGHU), Department of Civil Engineering, University of Skikda, P.O. Box 26, 21000, Skikda, Algeria.
Mehmet Serkan KırgızDepartment of Civil, Architectural and Construction Engineering and Management, Academia of ACMCEN, 4017, Beaverton, OR, 97075, USA.
D ManikandanDepartment of Mechanical Engineering, SRM TRP Engineering College, Tiruchirappalli, Tamil Nadu, 621105, India.
Ramaswamy KrishnarajDepartment of Mechanical Engineering, College of Engineering and Technology, Dambi Dollo University, Dambi Dollo, Ethiopia. dr.krishnarajdirectorcei@dadu.edu.et.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Accurate evaluation of soil mechanical behavior remains a cornerstone of reliable geotechnical engineering and optimized foundation design. Among the key parameters that define soil deformability, the pressuremeter modulus (Ep) plays a crucial role in assessing the ground response and structural stability. However, conventional approaches for determining Ep through empirical correlations or in situ measurements are often labor intensive, costly, and subject to significant uncertainty. These limitations underscore the necessity for advanced predictive frameworks that can provide both accuracy and efficiency in geotechnical characterization. In the present work, response surface methodology (RSM) is applied as an advanced statistical modeling and optimization technique to improve the predictive capability of the pressuremeter modulus. The experimental investigation is structured via a central composite design (L35) framework, enabling the systematic evaluation of nonlinear interactions among the principal geotechnical variables, namely, depth (D), cohesion (C), internal friction angle (φ), and unit weight (γ). The developed model was rigorously validated through analysis of variance, which revealed a high level of statistical significance with an excellent coefficient of determination (R2 = 96.50%). The desirability function approach is subsequently applied to determine the optimal combination of soil parameters that maximize Ep, providing valuable guidance for design and site investigation strategies. The findings highlight the transformative potential of data-driven statistical modeling in refining soil property estimation and advancing geotechnical design practices. By demonstrating the robustness and predictive capacity of the RSM, this research establishes a methodological foundation for intelligent, efficient, and cost-effective geotechnical engineering applications.

Indexed as

Geotechnical propertiesOptimizationPressiometric modulus (Ep)Response surface methodology (RSM)Statistical analysis (ANOVA)

Identifiers

PMID41554812
PMCPMC12891667

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LicenceCC BY-NC-ND
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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.