Short Rigid Piers in Clays

by C. V. Girija Vallabhan, (M.ASCE), Assoc. Prof. in Civ. Engrg.; Texas Tech Univ., Lubbock, Tex.,
Fariborz Alikhanlou, Grad. Student; Dept. of Civ. Engrg., Texas Tech Univ., Lubbock, Tex.,


Serial Information: Journal of the Geotechnical Engineering Division, 1982, Vol. 108, Issue 10, Pg. 1255-1272


Document Type: Journal Paper

Discussion: DiGioia Anthony M. (See full record)
Discussion: Gambin Michael P. (See full record)

Abstract: A simple discrete model is developed to represent the nonlinear behavior of the soil around a short rigid pier foundation, When it is subjected to large Lateral forces or large overturning moments. The soil resistances include lateral soil resistance, bottom vertical resistance, bottom frictional resistance, bottom moment resistance and frictional resistance on the sides of the pier. All these soil resistances are modelled using a nonlinear soil spring concept. Comparison of the results using the model with full-scale experimental results show good promising characteristics.

Subject Headings: Load and resistance factor design | Piers | Soil properties | Friction | Nonlinear response | Drilled pier foundations | Lateral forces | Moment (mechanics)

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