Calculation algorithm of additional stresses in irregularly shaped foundation soils under non-unifor...
Calculation algorithm of additional stresses in irregularly shaped foundation soils under non-uniform loading
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London: Nature Publishing Group UK
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English
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London: Nature Publishing Group UK
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The classical calculation method of additional stresses in foundation soils was established based on the Flamant and Boussinesq solutions in elasticity theory. This method can only calculate the additional stresses in foundations with regular shapes and under regularly distributed base pressures. Based on the Gauss–Legendre numerical product formul...
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Calculation algorithm of additional stresses in irregularly shaped foundation soils under non-uniform loading
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TN_cdi_doaj_primary_oai_doaj_org_article_8d1ee154778f4cffa1524488ce7a1b85
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_8d1ee154778f4cffa1524488ce7a1b85
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ISSN
2045-2322
E-ISSN
2045-2322
DOI
10.1038/s41598-025-89279-4
