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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