Technical Papers
Jan 22, 2021

Mechanical Properties and Durability of Deep Soil–Cement Column Reinforced by Jute and PVA Fiber

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 4

Abstract

The modern deep cement mixing wall requires a thinner wall thickness due to limited space in urban areas. A soil–cement column can have the characteristics of a brittle failure pattern and low tensile and flexural strength due to the high cement content (10%–20%); thus, to ensure the serviceability and stability of a restricted wall when subjected to horizontal loads, jute fiber and polyvinyl alcohol (PVA) fiber are utilized as reinforcement to improve the flexural and fracture performance of the soil–cement column. In this research, the effect of fiber addition on the flexural performance and fracture mechanics of cemented soil were evaluated by the indicators of peak flexural strength, residual flexural tensile strength, crack mouth opening displacement (CMOD), and energy absorbing capacity. In addition, the durabilities of unreinforced and fiber-reinforced specimens were studied by comparing the flexural strength under wet–dry cycles and observing the plastic shrinkage cracks in the early age. The results showed that the inclusion of fibers significantly improved the flexural performance and fracture energy of soil–cement, and it was shown that the fiber reinforcement effectively restrained the formation and propagation of plastic shrinkage cracks in the early age and reduced the flexural strength loss under wet–dry cycles.

Get full access to this article

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

Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work described here is financially supported by National Natural Science Foundation of China (Grant No. 51978438) and Key Research and Development (R&D) Projects of Shanxi Province (201803D31047).

References

Afroughsabet, V., L. Biolzi, and T. Ozbakkaloglu. 2016. “High-performance fiber- reinforced concrete: A review.” J. Mater. Sci. 51 (14): 6517–6551. https://doi.org/10.1007/s10853-016-9917-4.
Anggraini, V., A. Asadi, A. Syamsir, and B. B. K. Huat. 2017. “Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber.” Measurement 111 (Dec): 158–166. https://doi.org/10.1016/j.measurement.2017.07.045.
ASTM. 2016. Standard test method for wetting and drying test of solid wastes. ASTM D4843-88(2016). West Conshohocken, PA: ASTM.
ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.
BSI (British Standards Institution). 2005. Test method for metallic fibre concrete—Measuring the flexural tensile strength [limit of proportionality (LOP), residual]. BS EN 14651:2005. London: BSI.
Castoldi, R. S., L. M. S. Souza, and F. A. Silvaa. 2019. “Comparative study on the mechanical behavior and durability of polypropylene and sisal fiber reinforced concretes.” Constr. Build. Mater. 211 (Jun): 617–628. https://doi.org/10.1016/j.conbuildmat.2019.03.282.
Chen, M., S. L. Shen, A. Arulrajah, H. N. Wu, D. W. Houd, and Y. S. Xu. 2015. “Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay.” Geotext. Geomembr. 43 (6): 515–523. https://doi.org/10.1016/j.geotexmem.2015.05.004.
Cheng, W. C., Z. F. Xue, L. Wang, and J. Xu. 2019. “Using post-harvest waste to improve shearing behaviour of loess and its validation by multiscale direct shear tests.” Appl. Sci. 9 (23): 5206. https://doi.org/10.3390/app9235206.
Consoli, N. C., M. Antônio, A. Bassani, and L. Festugato. 2010. “Effect of fiber-reinforcement on the strength of cemented soil.” Geotext. Geomembr. 28 (4): 344–351. https://doi.org/10.1016/j.geotexmem.2010.01.005.
Consoli, N. C., J. P. Montardo, P. D. M. Prietto, and G. S. Pasa. 2002. “Engineering behavior of sand reinforced with plastic waste.” J. Geotech. Geoenviron. Eng. 128 (6): 462–472. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:6(462).
Consoli, N. C., R. R. Moraes, and L. Festugato. 2011. “Split tensile strength of monofilament polypropylene fiber-reinforced cemented sandy soils.” Geosynthetics Int. 18 (2): 57–62. https://doi.org/10.1680/gein.2011.18.2.57.
Consoli, N. C., P. D. M. Prietto, and L. A. Ulbrich. 1998. “Influence of fiber and cement addition on behavior of sandy soil.” J. Geotech. Geoenviron. Eng. 124 (12): 1211–1214. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:12(1211).
Consoli, N. C., D. Winter, A. S. Rilho, L. Festugato, and B. S. Teixeira. 2015. “A testing procedure for predicting strength in artificially cemented soft soils.” Eng. Geol. 195: 327–334. https://doi.org/10.1016/j.enggeo.2015.06.005.
Correia, A. A. S., P. J. Venda Oliveira, and D. G. Custodio. 2015. “Effect of polypropylene fibers on the compressive and tensile strength of a soft soil, artificially stabilised with binders.” Geotext. Geomembr. 43 (2): 97–106. https://doi.org/10.1016/j.geotexmem.2014.11.008.
Cui, S. A., X. F. Xu, X. J. Yan, Z. Chen, C. Y. Hu, and Z. L. Liu. 2020. “Experimental study on the interfacial bond between short cut basalt fiber bundles and cement matrix.” Constr. Build. Mater. 256 (Sep): 119353. https://doi.org/10.1016/j.conbuildmat.2020.119353.
Festugato, L., E. Menger, F. Benezra, E. A. Kipper, and N. C. Consoli. 2017. “Fibre-reinforced cemented soils compressive and tensile strength assessment as a function of filament length.” Geotext. Geomembr. 45 (1): 77–82. https://doi.org/10.1016/j.geotexmem.2016.09.001.
Festugato, L., A. P. D. Silva, A. Diambra, N. C. Consoli, and E. Ibraim. 2018. “Modelling tensile/compressive strength ratio of fibre reinforced cemented soils.” Geotext. Geomembr. 46 (2): 155–165. https://doi.org/10.1016/j.geotexmem.2017.11.003.
Hejazi, S. M., M. Sheikhzadeh, S. M. Abtahi, and A. Zadhoush. 2012. “A simple review of soil reinforcement by using natural and synthetic fibers.” Constr. Build. Mater. 30 (May): 100–116. https://doi.org/10.1016/j.conbuildmat.2011.11.045.
Jamsawang, P., T. Suansomjeen, P. Sukontasukkul, P. Jongpradist, and D. T. Bergado. 2018. “Comparative flexural performance of compacted cement-fiber-sand.” Geotext. Geomembr. 46 (4): 414–425. https://doi.org/10.1016/j.geotexmem.2018.03.008.
Juang, C. H., T. Dijkstra, J. Wasowski, and X. Meng. 2019. “Loess geohazards research in China: Advances and challenges for mega engineering projects.” Eng. Geol. 251 (Mar): 1–10. https://doi.org/10.1016/j.enggeo.2019.01.019.
Kabay, A. B., N. V. Akyüncü, S. Chowdhury, and A. H. Akça. 2015. “Mechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: An experimental study.” Constr. Build. Mater. 100 (Dec): 218–224. https://doi.org/10.1016/j.conbuildmat.2015.10.006.
Khattak, M. J., and M. Alrashidi. 2006. “Durability and mechanistic characteristics of fiber reinforced soil–cement mixtures.” Int. J. Pavement Eng. 7 (1): 53–62. https://doi.org/10.1080/10298430500489207.
Kwon, S. H., R. P. Ferron, Y. Akkaya, and S. P. Shah. 2007. “Cracking of fiber-reinforced self-compacting concrete due to restrained shrinkage.” Int. J. Concr. Struct. Mater. 1 (1): 3–9. https://doi.org/10.4334/IJCSM.2007.1.1.003.
Li, V. C., Y. Wang, and S. Backer. 1990. “Effect of inclining angle, bundling and surface treatment on synthetic fibre pull-out from a cement matrix.” Composites 21 (2): 132–140. https://doi.org/10.1016/0010-4361(90)90005-H.
Li, W., S. X. Chai, Y. Hu, and Q. S. Zhang. 2018. “Mechanical properties of soil reinforced with both lime and four kinds of fiber.” Constr. Build. Mater. 172 (30): 300–308. https://doi.org/10.1016/j.conbuildmat.2018.03.248.
Li, Y. R., and P. Mo. 2019. “A unified landslide classification system for loess slopes: A critical review.” Geomorphology 340 (Sep): 67–83. https://doi.org/10.1016/j.geomorph.2019.04.020.
Mansur, M. A., and M. A. Aziz. 1982. “A study on jute fibre reinforced cement composites.” Int. J. Cem. Compos. Lightweight Concr. 4 (2): 75–82. https://doi.org/10.1016/0262-5075(82)90011-2.
Mehmet, E. A. 2016. “Effects of basalt and glass chopped fibers addition on fracture energy and mechanical properties of ordinary concrete: CMOD measurement.” Constr. Build. Mater. 114 (Jul): 383–391. https://doi.org/10.1016/j.conbuildmat.2016.03.176.
Mohr, B. J., H. Nanko, and K. E. Kurtis. 2004. “Durability of Kraft pulp fiber–cement composites to wet/dry cycling.” Cem. Concr. Res. 27 (4): 435–448. https://doi.org/10.1016/j.cemconcomp.2004.07.006.
Nahlawi, H., and J. K. Kodikara. 2006. “Laboratory experiments on desiccation cracking of thin soil layers.” Geotech. Geol. Eng. 24 (6): 1641–1664. https://doi.org/10.1007/s10706-005-4894-4.
Nuno, C., M. C. F. Cunha, and T. G. António. 2017. “Influence of fibre reinforcement on the post-cracking behaviour of a cement-stabilised sandy-clay subjected to indirect tensile stress.” Constr. Build. Mater. 138 (May): 163–173. https://doi.org/10.1016/j.conbuildmat.2017.02.010.
Olgun, M. 2013. “Effects of polypropylene fiber inclusion on the strength and volume change characteristics of cement-fly ash stabilized clay soil.” Geosynthetics Int. 20 (4): 263–275. https://doi.org/10.1680/gein.13.00016.
Park, S. S. 2011. “Unconfined compressive strength and ductility of fiber-reinforced cemented sand.” Constr. Build. Mater. 25 (Feb): 1134–1138. https://doi.org/10.1016/j.conbuildmat.2010.07.017.
Ramakrishna, G., and T. Sundararajan. 2005. “Impact strength of a few natural fibre reinforced cement mortar slabs: A comparative study.” Cem. Concr. Compos. 27 (5): 547–553. https://doi.org/10.1016/j.cemconcomp.2004.09.006.
Shaikh, F. U. A. 2013. “Review of mechanical properties of short fibre reinforced geopolymer composites.” Constr. Build. Mater. 43 (Jun): 37–49. https://doi.org/10.1016/j.conbuildmat.2013.01.026.
Sukontasukkul, P., and P. Jamsawang. 2012. “Use of steel and polypropylene fibers to improve flexural performance of deep soil-cement column.” Constr. Build. Mater. 29 (Apr): 201–205. https://doi.org/10.1016/j.conbuildmat.2011.10.040.
Tang, C. S., B. Shi, W. Gao, W. Chen, and Y. Cai. 2007. “Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil.” Geotext. Geomembr. 25 (3): 194–202. https://doi.org/10.1016/j.geotexmem.2006.11.002.
Tang, C. S., B. Shi, and L. Z. Zhao. 2010. “Interfacial shear strength of fiber reinforced soil.” Geotext. Geomembr. 28 (1): 54–62. https://doi.org/10.1016/j.geotexmem.2009.10.001.
Tran, K. Q., T. Satomi, and H. Takahashi. 2019. “Tensile behaviors of natural fiber and cement reinforced soil subjected to direct tensile test.” J. Build. Eng. 24 (Jul): 100749. https://doi.org/10.1016/j.jobe.2019.100748.
Yin, S., R. Tuladhar, T. Collister, M. Combe, N. Sivakugan, and Z. C. Deng. 2015. “Post-cracking performance of recycled polypropylene fibre in concrete.” Constr. Build. Mater. 101 (Dec): 1069–1077. https://doi.org/10.1016/j.conbuildmat.2015.10.056.
Zhang, K., L. S. Pana, J. C. Li, C. Lin, Y. Cao, N. Xu, and S. J. Pang. 2019. “How does adsorption behavior of polycarboxylate superplasticizer effect rheology and flowability of cement paste with polypropylene fiber.” Cem. Concr. Compos. 95 (Jan): 228–236. https://doi.org/10.1016/j.cemconcomp.2018.11.003.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 4April 2021

History

Received: Jan 1, 2020
Accepted: Aug 31, 2020
Published online: Jan 22, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 22, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Doctoral Candidate, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China. Email: [email protected]
Kaixiang Liu [email protected]
Master, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China. Email: [email protected]
Master, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China. Email: [email protected]
Mingming Wang [email protected]
Master, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China. Email: [email protected]
Xiaoqiang Dong [email protected]
Professor, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China (corresponding author). Email: [email protected]

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