Granular Base Materials for Flexible Pavements: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Granular Base Materials for Flexible Pavements

J. M. Hoover

The first phase of this project relates untreated and asphalt-treated Iowa materials to those used in the AASHO Road Test. Material coefficients of relative strength are established for use with the AASHO interim design procedure for flexible pavements. The analyses utilized rely on volumetric strain-axial strain data from a triaxial test, at a point of failure defined as minimum volume during shear. The second phase of the project is basically two-fold and centers around (a) the response of asphalt-treated granular base materials to triaxial compression under repetitive axial loads and (b) the effect of fines content of untreated granular base materials under repetitive axial load triaxial tests. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Granular Base Materials for Flexible Pavements

J. M. Hoover

The first phase of this project relates untreated and asphalt-treated Iowa materials to those used in the AASHO Road Test. Material coefficients of relative strength are established for use with the AASHO interim design procedure for flexible pavements. The analyses utilized rely on volumetric strain-axial strain data from a triaxial test, at a point of failure defined as minimum volume during shear. The second phase of the project is basically two-fold and centers around (a) the response of asphalt-treated granular base materials to triaxial compression under repetitive axial loads and (b) the effect of fines content of untreated granular base materials under repetitive axial load triaxial tests. (Author)

Granular Base Materials for Flexible Pavements

J. M. Hoover

The first phase of this project relates untreated and asphalt-treated Iowa materials to those used in the AASHO Road Test. Material coefficients of relative strength are established for use with the AASHO interim design procedure for flexible pavements. The analyses utilized rely on volumetric strain-axial strain data from a triaxial test, at a point of failure defined as minimum volume during shear. The second phase of the project is basically two-fold and centers around (a) the response of asphalt-treated granular base materials to triaxial compression under repetitive axial loads and (b) the effect of fines content of untreated granular base materials under repetitive axial load triaxial tests. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Granular Base Materials for Flexible Pavements

Contributors:

J. M. Hoover (author)

Publication date:

1970

Size:

116 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Construction Equipment, Materials, & Supplies , Pavement bases , Flexible pavements , Granular materials , Design , Performance , Triaxial tests , Strength , Strains , Failure , Iowa

Similar titles

Modeling of unsaturated granular materials in flexible pavements

Gu Fan / Luo Xue / Zhang Yuqing et al. | DOAJ | 2016

Free access

Ultimate Design of Unbound Granular Base Courses for Flexible Pavements

Siripun, Komsun / Jitsangiam, Peerapong / Nikraz, Hamid | ASCE | 2011

Measuring Resilient Modulus of Granular Materials in Flexible Pavements

Ping, W. V. / Yang, Z. / Liu, C. et al. | British Library Online Contents | 2001

Measuring Resilient Modulus of Granular Materials in Flexible Pavements

Ping, W. V. / Yang, Z. / Liu, C. et al. | British Library Conference Proceedings | 2001

Ultimate Pavement Design of Unbound Granular Base Courses for Flexible Pavements

Siripun, K. / Jitsangiam, P. / Nikraz, H. et al. | British Library Conference Proceedings | 2011