Initial Settlement of Structures on Clay

by David J. D'Appolonia, (A.M.ASCE), Principal; Lambe Associate, Inc., Concord, MA,
Harry G. Poulos, Sr. Lect. in Civ. Engrg.; Univ. of Sydney, Sydney, Australia,
Charles C. Ladd, (M.ASCE), Prof. of Civ. Engrg.; Massachusetts Inst. of Technol., Cambridge, MA,


Serial Information: Journal of the Soil Mechanics and Foundations Division, 1971, Vol. 97, Issue 10, Pg. 1359-1377


Document Type: Journal Paper

Discussion: Banerjee Kalidas (See full record)
Closure: (See full record)

Abstract: Once local yielding occurs in the soil below a foundation, methods for estimating settlement based on theory of elasticity are not applicable. This paper presents a method based on finite element analyses for estimating the initial settlement of structures on clay when local yield occurs. Dimensionless curves are presented that can be used together with conventional elastic theory to estimate initial settlement at any load up to bearing capacity failure. Three parameters are required in the analysis: the elastic undrained Young's modulus, Eu; the ultimate bearing capacity, qu; and an initial shear stress ratio, f. Data from field loading tests indicate that the ratio Eu/su for normally consolidated inorganic sensitive clay is approximately equal to 1,000; Eu/su appears to decrease with increasing plasticity and increasing overconsolidation ratio. Some comments and recommendations are made concerning the evaluation of qu and f.

Subject Headings: Soil settlement | Elastic analysis | Finite element method | Clays | Load bearing capacity | Load tests | Field tests | Foundation settlement

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