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Friction Pile Resistance Study

W. C. Hill

The study presents a method for correlation of the Standard Penetration Test, Oregon Miniature Piles, and the dynamic driving resistance 'R' of the Engineering News pile formula as used in Oregon. Charts showing the correlations for various soil types and pile types as encountered in Oregon are presented. A method of pile length design using these values and 'R' is detailed. (BPR abstract)

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Friction Pile Resistance Study

W. C. Hill

The study presents a method for correlation of the Standard Penetration Test, Oregon Miniature Piles, and the dynamic driving resistance 'R' of the Engineering News pile formula as used in Oregon. Charts showing the correlations for various soil types and pile types as encountered in Oregon are presented. A method of pile length design using these values and 'R' is detailed. (BPR abstract)

Friction Pile Resistance Study

W. C. Hill

The study presents a method for correlation of the Standard Penetration Test, Oregon Miniature Piles, and the dynamic driving resistance 'R' of the Engineering News pile formula as used in Oregon. Charts showing the correlations for various soil types and pile types as encountered in Oregon are presented. A method of pile length design using these values and 'R' is detailed. (BPR abstract)

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Titel:

Friction Pile Resistance Study

Beteiligte:

W. C. Hill (Autor:in)

Erscheinungsdatum:

1969

Format / Umfang:

94 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Civil Engineering , Soil & Rock Mechanics , Roads , Foundations(Structures) , Soil mechanics , Penetration , Soils , Loading(Mechanics) , Load distribution , Shear stresses , Particle size , Sampling , Oregon , Pile structures , Computer analysis

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