Technical Papers
Oct 4, 2018

Strength Properties of Sand Reinforced with a Mixture of Organic Polymer Stabilizer and Polypropylene Fiber

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 12

Abstract

Stabilization methods have been widely used to enhance the strength properties of sand to meet the demands of geotechnical engineering. In this paper, a mixture of organic polymer stabilizer (OPS) and polypropylene fiber (PF) was used as the soil stabilizer to reinforce sand. Laboratory tests were used to study the strength properties of the reinforced sand. Mixtures with different proportions of 1%, 2%, 3%, and 4% OPS and 0.2%, 0.4%, 0.6%, and 0.8% PF were designed for these tests. The mechanism of incorporating reinforcement was studied by images from a scanning electron microscope (SEM). The test results revealed that the strength properties of sand specimens reinforced with a mixture of OPS and PF improved strongly. The addition of OPS-PF provided great enwrapping and bonding ability to keep the sand structure stable. The reinforcements imparted by a mixture of organic polymer and fiber can be chosen as an effective technique to enhance the strength of sand for its efficient engineering application.

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Acknowledgments

This paper was financially supported by the National Natural Science Foundation of China (Grant No. 41472241), Water Conservancy Science and Technology Project of Jiangsu Province, China (Grant No. 2017010), and Fundamental Research Funds for the Central Universities (Grant No. 2016B05914). The authors gratefully acknowledge Dr. Changqing Qi of the School of Earth Sciences and Engineering, Hohai University, China, for his contribution to the laboratory tests.

References

ASTM. 2000. Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166. West Conshohocken, PA: ASTM.
Davarci, B., M. Ornek, and Y. Turedi. 2014. “Model studies of multi-edge footings on geogrid-reinforced sand.” Eur. J. Environ. Civ. Eng. 18 (2): 190–205. https://doi.org/10.1080/19648189.2013.854726.
Edincliler, A., A. F. Cabalar, and A. Cevik. 2013. “Modelling dynamic behaviour of sand-waste tires mixtures using neural networks and neuro-fuzzy.” Eur. J. Environ. Civ. Eng. 17 (8): 720–741. https://doi.org/10.1080/19648189.2013.814552.
Gong, W., Y. Zang, B. Liu, H. Chen, F. Wu, R. Huang, and S. Wang. 2016. “Effect of using polymeric materials in ecological sand-fixing of Kerqin Sandy Land of China.” J. Appl. Polymer Sci. 133 (43): 44102. https://doi.org/10.1002/app.44102.
Gümüşer, C., and A. Şenol. 2014. “Effect of fly ash and different lengths of polypropylene fibers content on the soft soils.” Int. J. Civ. Eng. 12 (2): 134–145.
Ibraim, E., A. Diambra, D. M. Wood, and A. R. Russell. 2010. “Static liquefaction of fibre reinforced sand under monotonic loading.” Geotext. Geomembr. 28 (4): 374–385. https://doi.org/10.1016/j.geotexmem.2009.12.001.
Iyengar, S. R., E. Masad, A. K. Rodriguez, H. S. Bazzi, D. Little, and H. J. M. Hanley. 2013. “Pavement subgrade stabilization using polymers: Characterization and performance.” J. Mater. Civ. Eng. 25 (4): 472–483. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000612.
Jiang, H., Y. Cai, and J. Liu. 2010. “Engineering properties of soils reinforced by short discrete polypropylene fiber.” J. Mater. Civ. Eng 22 (12): 1315–1322. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000129.
Keramatikerman, M., and A. Chegenizadeh. 2017. “Effect of particle shape on monotonic liquefaction: Natural and crushed sand.” Exp. Mech. 57 (8): 1341–1348. https://doi.org/10.1007/s11340-017-0313-z.
Li, J., and D. W. Ding. 2002. “Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading.” Soil Dyn. Earthquake Eng. 22 (9–12): 977–983. https://doi.org/10.1016/S0267-7261(02)00122-7.
Liu, J., B. Shi, Y. Lu, H. Jiang, H. Huang, G. Wang, and K. Toshitaka. 2012. “Effectiveness of a new organic polymer sand-fixing agent on sand fixation.” Environ. Earth Sci. 65 (3): 589–595. https://doi.org/10.1007/s12665-011-1106-9.
Mohsin, M. A., and N. F. Attia. 2015. “Inverse emulsion polymerization for the synthesis of high molecular weight polyacrylamide and its application as sand stabilizer.” Int. J. Polymer Sci. 2015: 1–10. https://doi.org/10.1155/2015/436583.
Mousavi, F., E. Abdi, and H. Rahimi. 2014. “Effect of polymer stabilizer on swelling potential and CBR of forest road material.” KSCE J. Civ. Eng. 18 (7): 2064–2071. https://doi.org/10.1007/s12205-014-0137-7.
Naeini, S. A., and M. Ghorbanalizadeh. 2010. “Effect of wet and dry conditions on strength of silty sand soils stabilized with epoxy resin polymer.” J. Appl. Sci. 10 (22): 2839–2846. https://doi.org/10.3923/jas.2010.2839.2846.
Onyejekwe, S., and G. S. Ghataora. 2014. “Effect of fiber inclusions on flexural strength of soils treated with nontraditional additives.” J. Mater. Civ. Eng. 26 (8): 04014039. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000922.
Onyejekwe, S., and G. S. Ghataora. 2016. “Stabilization of quarry fines using a polymeric additive and portland cement.” J. Mater. Civ. Eng. 28 (1): 04015070. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001324.
Rezaeimalek, S., J. Huang, and S. Bin-Shafique. 2017. “Evaluation of curing method and mix design of a moisture activated polymer for sand stabilization.” Constr. Build. Mater. 146: 210–220. https://doi.org/10.1016/j.conbuildmat.2017.04.093.
Shogaki, T., and K. Kaneda. 2013. “Feasible method, utilizing density changes, for estimating in situ, dynamic strength and deformation properties of sand samples.” Soils Found. 53 (1): 64–76. https://doi.org/10.1016/j.sandf.2012.12.004.
Tang, C., B. Shi, W. Gao, F. 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., D. Y. Wang, Y. J. Cui, B. Shi, and J. Li. 2016. “Tensile strength of fiber reinforced soil.” J. Mater. Civ. Eng. 28 (7): 04016031. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001546.
Unnikrishnan, N., K. Rajagopal, and N. R. Krishnaswamy. 2002. “Behaviour of reinforced clay under monotonic and cyclic loading.” Geotext. Geomembr. 20 (2): 117–133. https://doi.org/10.1016/S0266-1144(02)00003-1.
Van Den Berg, J. H., A. Van Gelder, and D. R. Mastbergen. 2015. “The importance of breaching as a mechanism of subaqueous slope failure in fine sand.” Sedimentology 49 (1): 81–95. https://doi.org/10.1111/j.1525-139X.2006.00168.x-i1.
Yetimoglu, T., and O. Salbas. 2003. “A study on shear strength of sands reinforced with randomly distributed discrete fibers.” Geotext. Geomembr. 21 (2): 103–110. https://doi.org/10.1016/S0266-1144(03)00003-7.
Zaimoglu, A. S. 2015. “Optimization of unconfined compressive strength of fine-grained soils modified with polypropylene fibers and additive materials.” KSCE J. Civ. Eng. 19 (3): 578–582. https://doi.org/10.1007/s12205-015-1425-6.

Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 12December 2018

History

Received: Oct 13, 2017
Accepted: Jun 18, 2018
Published online: Oct 4, 2018
Published in print: Dec 1, 2018
Discussion open until: Mar 4, 2019

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Authors

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Professor, Dept. of Geological Science and Engineering, School of Earth Sciences and Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). Email: [email protected]
Yuxia Bai
Graduate Student, Dept. of Geological Science and Engineering, School of Earth Sciences and Engineering, Hohai Univ., Nanjing 210098, China.
Qiao Feng
Graduate Student, Dept. of Geological Science and Engineering, School of Earth Sciences and Engineering, Hohai Univ., Nanjing 210098, China.
Zezhuo Song
Graduate Student, Dept. of Geological Science and Engineering, School of Earth Sciences and Engineering, Hohai Univ., Nanjing 210098, China.
Jihong Wei
Associate Professor, Dept. of Geological Science and Engineering, School of Earth Sciences and Engineering, Hohai Univ., Nanjing 210098, China.
Shaorui Sun
Professor, Dept. of Geological Science and Engineering, School of Earth Sciences and Engineering, Hohai Univ., Nanjing 210098, China.
Debi Prasanna Kanungo [email protected]
Senior Principal Scientist, Council of Scientific and Industrial Research-Central Building Research Institute, Roorkee, Uttarakhand 247667, India. Email: [email protected]

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