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Surface Settlement of a Finite Elastic Layer Whose Modulus Increases Linearly with Depth

P. T. Brown / R. E. Gibson

An examination was made of the behavior of a finite layer of elastic material of constant Poisson's ratio, whose Young's modulus increases linearly with depth, and which rests on a rough rigid base. Values of surface settlement at the centre of a circular area of uniform loading and at the corner of a rectangular area of uniform loading are presented for values of Poisson's ratio of 1/2, 1/3 and 0, and for wide ranges of degree of inhomogeneity and loading breadth to depth ratio.

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Surface Settlement of a Finite Elastic Layer Whose Modulus Increases Linearly with Depth

P. T. Brown / R. E. Gibson

An examination was made of the behavior of a finite layer of elastic material of constant Poisson's ratio, whose Young's modulus increases linearly with depth, and which rests on a rough rigid base. Values of surface settlement at the centre of a circular area of uniform loading and at the corner of a rectangular area of uniform loading are presented for values of Poisson's ratio of 1/2, 1/3 and 0, and for wide ranges of degree of inhomogeneity and loading breadth to depth ratio.

Surface Settlement of a Finite Elastic Layer Whose Modulus Increases Linearly with Depth

P. T. Brown / R. E. Gibson

An examination was made of the behavior of a finite layer of elastic material of constant Poisson's ratio, whose Young's modulus increases linearly with depth, and which rests on a rough rigid base. Values of surface settlement at the centre of a circular area of uniform loading and at the corner of a rectangular area of uniform loading are presented for values of Poisson's ratio of 1/2, 1/3 and 0, and for wide ranges of degree of inhomogeneity and loading breadth to depth ratio.

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Titel:

Surface Settlement of a Finite Elastic Layer Whose Modulus Increases Linearly with Depth

Beteiligte:

P. T. Brown (Autor:in) / R. E. Gibson (Autor:in)

Erscheinungsdatum:

1979

Format / Umfang:

28 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Civil Engineering , Soil & Rock Mechanics , Slabs , Settlement(Structural) , Soil mechanics , Modulus of elasticity , Poisson ratio , Loads(Forces) , Rectangular bodies , Foreign technology , Soil structure interactions

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