Chen, M. – Shen, S. L. – Arulrajah A. – Wu, H. N. – Hou D. – Xu Y. (2015) Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay. Geotextiles and Geomembranes, 43(6), pp. 515-523.10.1016/j.geotexmem.2015.05.004
Gray, D.H. – Ohashi, H. (1983) Mechanics of Fiber Reinforcement in Sand. Journal of Geotechnical Engineering, 109(3), pp. 335-353.10.1061/(ASCE)0733-9410(1983)109:3(335)
Michalowski, R.L. – Čermák, J. (2003) Triaxial Compression of Sand Reinforced with Fibers. Journal of Geotechnical and Geo-environmental Engineering, 129(2), pp. 125-136.10.1061/(ASCE)1090-0241(2003)129:2(125)
Michalowski, R.L. – Zhao, A. (1996) Failure of Fiber-Reinforced Granular Soils. Journal of Geotechnical Engineering, 122(3), pp. 226-234.10.1061/(ASCE)0733-9410(1996)122:3(226)
Noorzad, R. – Zarinkolaei, S.T.G. (2015) Comparison of Mechanical Properties of Fiber-Reinforced Sand under Triaxial Compression and Direct Shear. Open Geosciences, 7(1), pp. 547-558.
Olgun, M. (2013) Effects of polypropylene fiber inclusion on the strength and volume change characteristics of cement-fly ash stabilized clay soil. Geosynthetics International, 20(4), pp. 263-275.10.1680/gein.13.00016
Waldron, L.J. (1977) The Shear Resistance of Root-Permeated Homogeneous and Stratified Soil. Soil Science Society of America Journal, 41(5), pp. 843-849.10.2136/sssaj1977.03615995004100050005x
Wei, L. – Chai S. X. – Zhang H. Y. – Shi Q. (2018) Mechanical properties of soil reinforced with both lime and four kinds of fiber. Construction and Building Materials, 172, pp. 300-308.10.1016/j.conbuildmat.2018.03.248