Full Scale Cyclic Lateral Load Tests on Six Single Piles in Sand: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Full Scale Cyclic Lateral Load Tests on Six Single Piles in Sand

R. L. Little / J. L. Briaud

This study was performed to determine responses of single piles in sands subjected to cyclic lateral loading and compare the results with predicted responses based on in situ pressuremeter tests. The pressuremeter method used for predicting pile response to monotonic lateral loading is applicable to piles which will experience little or no degradation in flexural stiffness such as steel piles and prestressed concrete piles loaded less than the prestress. Keywords: Cohesionless soils, Cyclic lateral loading, Pressuremeter, Single piles. (jes)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Full Scale Cyclic Lateral Load Tests on Six Single Piles in Sand

R. L. Little / J. L. Briaud

This study was performed to determine responses of single piles in sands subjected to cyclic lateral loading and compare the results with predicted responses based on in situ pressuremeter tests. The pressuremeter method used for predicting pile response to monotonic lateral loading is applicable to piles which will experience little or no degradation in flexural stiffness such as steel piles and prestressed concrete piles loaded less than the prestress. Keywords: Cohesionless soils, Cyclic lateral loading, Pressuremeter, Single piles. (jes)

Full Scale Cyclic Lateral Load Tests on Six Single Piles in Sand

R. L. Little / J. L. Briaud

This study was performed to determine responses of single piles in sands subjected to cyclic lateral loading and compare the results with predicted responses based on in situ pressuremeter tests. The pressuremeter method used for predicting pile response to monotonic lateral loading is applicable to piles which will experience little or no degradation in flexural stiffness such as steel piles and prestressed concrete piles loaded less than the prestress. Keywords: Cohesionless soils, Cyclic lateral loading, Pressuremeter, Single piles. (jes)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Full Scale Cyclic Lateral Load Tests on Six Single Piles in Sand

Contributors:

R. L. Little (author) / J. L. Briaud (author)

Publication date:

1988

Size:

191 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Construction Materials, Components, & Equipment , Construction Equipment, Materials, & Supplies , Pile structures , Prestressed concrete , Degradation , Flexural properties , Response , Sand , Soils , Steel , Stiffness , Loads(Forces)

Similar titles

Simulation of Full-Scale Cyclic Lateral Load Tests on Piles

Hutchinson, T. C. / Chai, Y. H. / Boulanger, R. W. | British Library Online Contents | 2005

Simulation of Full-Scale Cyclic Lateral Load Tests on Piles

Hutchinson, Tara C. | Online Contents | 2005

Full-Scale Lateral Load Tests of Driven Piles in Bangkok Clay

Chaosittichai, Gong / Anantanasakul, Pongpipat | British Library Conference Proceedings | 2018

Full-Scale Lateral Load Tests of Driven Piles in Bangkok Clay

Chaosittichai, Gong / Anantanasakul, Pongpipat | ASCE | 2018

Lateral cyclic loading of single piles in sand

Verdure, L. / Garnier, J. / Levacher, D. | British Library Online Contents | 2003