A NEW MODEL FOR THE ANALYSIS OF SETTLEMENT OF DRILLED PIERS

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199602)20:2<143::AID-NAG812>3.0.CO;2-U" /><143::AID-NAG812>3.0.CO;2-U 10.1002/(SICI)1096-9853(199602)20:2<143::AID-NAG812>3.0.CO;2-UzbMath0860.73057OpenAlexW1976984456MaRDI QIDQ5689623

Ghulam Mustafa, C. V. Girija Vallabhan

Publication date: 5 May 1997

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199602)20:2<143::aid-nag812>3.0.co;2-u

zbMATH Keywords

iterative procedureclosed-form solutionvariational modelshear strain energyaxially loaded pierscaissonscompressive strain energy

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Optimization of other properties in solid mechanics (74P10)

Related Items (1)

Load transfer approach for laterally loaded piles

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