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Initial Settlement of Structures on Clay

D. J. D'Appolonia / H. G. Poulos / C. C. Ladd

Once local yielding occurs in the soil below a foundation, methods for estimating settlement based on the theory of elasticity are not applicable. This paper presents a method for estimating the initial settlement of structures on clay when local yield occurs. The method is based on results of finite element analyses. (Author)

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Initial Settlement of Structures on Clay

D. J. D'Appolonia / H. G. Poulos / C. C. Ladd

Once local yielding occurs in the soil below a foundation, methods for estimating settlement based on the theory of elasticity are not applicable. This paper presents a method for estimating the initial settlement of structures on clay when local yield occurs. The method is based on results of finite element analyses. (Author)

Initial Settlement of Structures on Clay

D. J. D'Appolonia / H. G. Poulos / C. C. Ladd

Once local yielding occurs in the soil below a foundation, methods for estimating settlement based on the theory of elasticity are not applicable. This paper presents a method for estimating the initial settlement of structures on clay when local yield occurs. The method is based on results of finite element analyses. (Author)

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Title:

Initial Settlement of Structures on Clay

Contributors:

D. J. D'Appolonia (author) / H. G. Poulos (author) / C. C. Ladd (author)

Publication date:

1971

Size:

41 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Settlement(Structural) , Clay soils , Numerical analysis , Bearing capacity , Failure , Plastic properties , Soil properties , Triaxial tests , Strain , Compressive properties , Australia , Finite element analysis

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