Implementation of the discrete area method and its impact on the steel reinforcement of large mat foundations

Mat foundation design can pose important soil-structure interaction problems that are often oversimplified. According to Winkler’s hypothesis, the deformation of foundations under applied loads is confined to the loaded regions, but this is seldom accurate. In structural analysis, Winkler springs, d...

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Vydané v:Innovative infrastructure solutions : the official journal of the Soil-Structure Interaction Group in Egypt (SSIGE) Ročník 10; číslo 4; s. 131
Hlavní autori: Alzoaby, Hassan, Saad, Gaby, Abou-Jaoude, Grace
Médium: Journal Article
Jazyk:English
Vydavateľské údaje: Cham Springer International Publishing 01.04.2025
Springer Nature B.V
Predmet:
Design
Earth and Environmental Science
Earth Sciences
Environmental Science and Engineering
Finite element method
Foundation design
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
Raft foundations
Reinforcement
Soil-structure interaction
Steel
Structural analysis
Subgrade reaction
Technical Paper
Soil-structure interaction
Steel reinforcement
Modulus of subgrade reaction
Discrete area method
ACI code
SAFE
Settle3
ISSN:2364-4176, 2364-4184
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Shrnutí:Mat foundation design can pose important soil-structure interaction problems that are often oversimplified. According to Winkler’s hypothesis, the deformation of foundations under applied loads is confined to the loaded regions, but this is seldom accurate. In structural analysis, Winkler springs, defined by the coefficient of subgrade reaction (k s ), are mostly used to represent the ground. To simplify the modeling process even more, designers tend to consider a single value of k s . In 1995, the American Concrete Institute published a special review on the design and performance of mat foundations (SP-152) suggesting the iterative discrete area method (DAM), which accounts for variable k s values across the mat; however, this method is seldom used in practice. This study investigates the impact of the DAM on the steel reinforcement design of large mat foundations and compares it with the reinforcement that results from using a constant k s . Validation was performed using the finite element method. With the variable k s model, an optimized steel reinforcement distribution is generated. Most analysis show a reduction in top steel reinforcement and an increase in bottom steel reinforcement.
Bibliografia:ObjectType-Article-1
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ISSN:2364-4176
2364-4184
DOI:10.1007/s41062-025-01926-x