Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework

AbstractAlthough there are many methods for assessing vertical stiffness of footings on the ground, simplified solutions to evaluate lateral, rotational, and torsional static stiffness are much more limited, particularly for nonhomogeneous profiles of shear modulus with depth. This paper addresses t...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2022-02, Vol.148 (2)
Hauptverfasser:	Suryasentana, Stephen K, Mayne, Paul W
Format:	Artikel
Sprache:	eng
Schlagworte:	Design Design techniques Elastic half spaces Equivalence Finite element method Footings Frameworks Shear modulus Soil Soil investigations Soils Stiffness Technical Papers
Online-Zugang:	Volltext
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