Technical Papers
Jun 18, 2019

Mechanical Properties of Steel Fiber–Reinforced Self-Consolidating Controlled Low-Strength Material for Pavement Base Layers

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 9

Abstract

A material selected for pavement base layers must possess the structural capacity to withstand stresses and strains caused by vehicle loading and environmental factors. Self-consolidating base material (SCBM) is a variant of controlled low-strength material (CLSM), and it typically uses fine aggregate, pozzolanic material, portland cement, and water. This paper presents findings from research that evaluated mechanical properties and constructability of SCBM and how the addition of steel fiber reinforcement can influence them. The experimental plan included mixes containing no steel fiber (control mix), three steel fiber contents, and two fine aggregate types. The material properties and constructability were assessed based on flowability, compressive strength, indirect tensile strength, and shrinkage. The results show that the addition of steel fiber enhances compressive and indirect tensile strength and reduces shrinkage while maintaining good constructability. Based on findings from the laboratory test program, SCBM was used to construct industry-scale outdoor test sections, and experience gained from the construction process is also discussed in this paper.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This paper is based on research sponsored by the Texas Department of Transportation under its Innovative Research Program through Research Project 0-6868. The authors wish to recognize the assistance provided by Lan Ventura.

References

ACI (American Concrete Institute). 2013. Controlled low-strength materials. ACI 229R. Farmington Hills, MI: ACI.
Alizadeh, V. 2018. “Influence of cementing paste volume on properties of controlled low strength materials.” J. Mater. Civ. Eng. 30 (3): 04017305. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002200.
Alizadeh, V., S. Helwany, A. Ghorbanpoor, and M. Oliva. 2014. “Rapid construction technique for bridge abutments using controlled low strength materials.” J. Mater. Civ. Eng. 28 (1): 149–156. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000412.
ASTM. 2004. Standard test method for flow consistency of controlled low strength materials (CLSM). ASTM D6103. West Conshohocken, PA: ASTM.
ASTM. 2010. Drying shrinkage of mortar containing hydraulic cement. ASTM C596. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard specification for steel fibers for fiber-reinforced. ASTM A820. West Conshohocken, PA: ASTM.
ASTM. 2017a. Preperation and testing of controlled low strength material (CLSM) test cylinders” ASTM D4832. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard specification for Portland. ASTM C150. West Conshohocken, PA: ASTM.
ASTM. 2017c. Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM C496. West Conshohocken, PA: ASTM.
Blanco, A., P. Pujadas, S. H. P. Cavalaro, and A. Aguado. 2014. “Methodology for the design of controlled low-strength materials. Application to the backfill of narrow trenches.” Constr. Build.Mater. 72: 23–30. https://doi.org/10.1016/j.conbuildmat.2014.09.008.
Chittoori, B. C. S., A. J. Puppala, and A. Raavi. 2014. “Strength and stiffness characterization of controlled low strength material using native high plasticity clay.” J. Mater. Civ. Eng. 26 (6): 04014007. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000965.
Du, L., K. J. Folliard, and D. Trejo. 2002. “Effects of constituent materials and quantities on water demand and compressive strength of controlled low-strength material.” J. Mater. Civ. Eng. 14 (6): 485–495. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(485).
Gopalaratnam, S. V., and P. S. Shah. 1987. “Tensile failure of steel fiber-reinforced mortar.” J. Eng. Mech. 113 (5): 635–652. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:5(635).
Kowalski, J. K., Z. Yang, J. Olek, and T. Nantung 2009. “Development of specification for accelerated approval process of flowable fill mixtures.” J. Mater. Civ. Eng. 21 (12): 740–748. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:12(740).
Lee, S. C., J. Y. Cho, and J. F. Vecchio. 2016. “Analysis of steel fiber-reinforced concrete elements subjected to shear.” ACI Struct. J. 113 (2): 275. https://doi.org/10.14359/51688474.
Lin, D. F., H. L. Luo, H. Y. Wang, and M. J. Hung. 2007. “Successful application of CLSM on a weak pavement base/subgrade for heavy truck traffic.” J. Perform. Constr. Facil. 21 (1): 70–77. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:1(70).
Maher, M. H., and P. N. Balaguru. 1993. “Properties of flowable high-volume fly ash-cement composite.” J. Mater. Civ. Eng. 5 (2): 212–225. https://doi.org/10.1061/(ASCE)0899-1561(1993)5:2(212).
Pujadas, P., A. Blanco, S. Cavalaro, and A. Aguado. 2015. “Performance-based procedure for the definition of controlled Low-strength mixtures.” J. Mater. Civ. Eng. 27 (11): 06015003. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001283.
Ramme, B. W. 1997. “Progress in CLSM: Continuing innovation.” Concr. Int. 19 (5): 32–33.
Singh, H. 2014. “Flexural modeling of steel fiber-reinforced concrete members: Analytical investigations.” Pract. Period. Struct. Des. Constr. 20 (4): 04014046. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000244.
Trejo, D., K. J. Folliard, and L. Du. 2004. “Sustainable development using controlled low-strength material (CLSM).” In Proc., Int. Workshop on Sustainable Development and Concrete Technology. Beijing: Tsinghua Univ.
TxDOT. 2014. “Item 247: Flexibale base.” In 2014 standard specifications book. Austin, TX: TxDOT.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 9September 2019

History

Received: Jul 17, 2018
Accepted: Mar 13, 2019
Published online: Jun 18, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 18, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Osman Okuyucu [email protected]
Ph.D. Student, Whitacre College of Engineering, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., P.O. Box 41023, Lubbock, TX 79409-1023 (corresponding author). Email: [email protected]
Priyantha Jayawickrama, M.ASCE
Associate Professor, Whitacre College of Engineering, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., P.O. Box 41023, Lubbock, TX 79409-1023.
Sanjaya Senadheera, M.ASCE
Associate Professor, Whitacre College of Engineering, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., P.O. Box 41023, Lubbock, TX 79409-1023.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share