Shear strength characteristics of basalt fiber-reinforced loess.
Journal
Scientific reports
ISSN: 2045-2322
Titre abrégé: Sci Rep
Pays: England
ID NLM: 101563288
Informations de publication
Date de publication:
23 Sep 2023
23 Sep 2023
Historique:
received:
15
05
2023
accepted:
21
09
2023
medline:
24
9
2023
pubmed:
24
9
2023
entrez:
23
9
2023
Statut:
epublish
Résumé
Loess owns the characteristics of collapsibility, disintegration and solubility, which pose a challenge to engineering construction. To examine the shear strength of basalt fiber-reinforced (BFR) loess, consolidated undrained (CU) triaxial tests were conducted to explore the impacts of water content (w), fiber length (FL), fiber content (FC) and cell pressure (σ
Identifiants
pubmed: 37741876
doi: 10.1038/s41598-023-43238-z
pii: 10.1038/s41598-023-43238-z
pmc: PMC10518003
doi:
Types de publication
Journal Article
Langues
eng
Sous-ensembles de citation
IM
Pagination
15923Subventions
Organisme : Natural Science Basic Research Program of Shaanxi Province
ID : 2021JM-535
Organisme : Natural Science Basic Research Program of Shaanxi Province
ID : 2023-JC-QN-0322
Organisme : Natural Science Basic Research Program of Shaanxi Province
ID : 2023-JC-QN-0277
Organisme : Special Fund for Scientific Research by Xijing University
ID : XJ18T01
Organisme : Special Fund for Scientific Research by Xijing University
ID : XJ22B05
Organisme : Young Talent Fund of Association for Science and Technology in Shaanxi, Chinai
ID : 20220719
Informations de copyright
© 2023. The Author(s).
Références
Zuo, L., Lyu, B., Xu, L. & Li, L. W. The influence of salt contents on the compressibility of remolded loess soils. Bull. Eng. Geol. Environ. 81(5), 185 (2022).
doi: 10.1007/s10064-022-02686-z
Meng, K., Cui, C. Y., Liang, Z. M., Li, H. J. & Pei, H. F. A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects. Comput. Geotech. 128, 103840 (2020).
doi: 10.1016/j.compgeo.2020.103840
Cui, C. Y., Zhang, S. P., Chapman, D. & Meng, K. Dynamic impedance of a floating pile embedded in poro-visco-elastic soils subjected to vertical harmonic loads. Geomech. Eng. 15, 793–803 (2018).
Cui, C. Y., Meng, K., Wu, Y. J., Chapman, D. & Liang, Z. M. Dynamic response of pipe pile embedded in layered visco-elastic media with radial inhomogeneity under vertical excitation. Geomech. Eng. 16, 609–618 (2018).
Hou, Y. F., Li, P. & Wang, J. D. Review of chemical stabilizing agents for improving the physical and mechanical properties of loess. Bull. Eng. Geol. Environ. 80(12), 9201–9215 (2021).
doi: 10.1007/s10064-021-02486-x
Li, G., Zhang, J. L. & Liu, J. Experimental study on the shear behaviors of polypropylene fiber-reinforced sand. KSCE J. Civ. Eng. 23(12), 4992–5001 (2019).
doi: 10.1007/s12205-019-0794-7
Liu, J., Li, X. A., Li, G. & Zhang, J. L. Investigation of the mechanical behavior of polypropylene fiber-reinforced red clay. Appl. Sci. 11(22), 10521 (2021).
doi: 10.3390/app112210521
Ibraim, E. et al. Energy efficiency of fibre reinforced soil formation at small element scale: Laboratory and numerical investigation. Geotext. Geomembr. 46, 497–510 (2018).
doi: 10.1016/j.geotexmem.2018.04.008
Ibraim, E., Diambra, A., Muir Wood, D. & Russell, A. R. Static liquefaction of fibre reinforced sand under monotonic loading. Geotext. Geomembr. 28, 374–385 (2010).
doi: 10.1016/j.geotexmem.2009.12.001
Ibraim, E., Diambra, A., Russell, A. R. & Muir Wood, D. Assessment of laboratory sample preparation for fibre reinforced sands. Geotext. Geomembr. 34, 69–79 (2012).
doi: 10.1016/j.geotexmem.2012.03.002
Reza Tabakouei, A., Narani, S. S., Abbaspour, M., Aflaki, E. & Siddiqua, S. Coupled specimen and fiber dimensions influence measurement on the properties of fiber-reinforced soil. Meas. 188, 110556 (2022).
doi: 10.1016/j.measurement.2021.110556
Sharma, V. & Kumar, A. Influence of relative density of soil on performance of fiber-reinforced soil foundations. Geotext. Geomembr. 45, 499–507 (2017).
doi: 10.1016/j.geotexmem.2017.06.004
Festugato, L., Gálvez, J. H. F., Miguel, G. D. & Consoli, N. C. Cyclic response of fibre reinforced dense sand. Transp. Geotech. 37, 100811 (2022).
doi: 10.1016/j.trgeo.2022.100811
Choobbasti, A. J., Kutanaei, S. S. & Ghadakpour, M. Shear behavior of fiber-reinforced sand composite. Arab. J. Geosci. 12, 157 (2019).
doi: 10.1007/s12517-019-4326-z
Soriano, I. et al. 3D fibre architecture of fibre-reinforced sand. Granul. Matter. 19, 75 (2017).
pubmed: 32009842
pmcid: 6959413
doi: 10.1007/s10035-017-0760-3
Mandolini, A., Diambra, A. & Ibraim, E. Strength anisotropy of fibre-reinforced sands under multiaxial loading. Géotechnology 69(3), 203–216 (2019).
doi: 10.1680/jgeot.17.P.102
Abdi, M. R., Ghalandarzadeh, A. & Chafi, L. S. An investigation into the effects of lime on compressive and shear strength characteristics of fiber-reinforced clays. J. Rock Mech. Geotech. Eng. 13, 885–898 (2021).
doi: 10.1016/j.jrmge.2020.11.008
Hejazi, S. M., Sheikhzadeh, M., Abtahi, S. M. & Zadhoush, A. Shear modeling of fiber reinforced soil composite on the base of fiber pull-out test. Fib. Polym. 14(2), 277–284 (2013).
doi: 10.1007/s12221-013-0277-2
Abbaspour, M., Narani, S. S., Aflaki, E., Moghadas Nejad, F. & Mir Mohammad Hosseini, S. M. Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil. Geosynth. Int. 27(5), 476–489 (2020).
doi: 10.1680/jgein.20.00010
Consoli, N. C., Bellaver Corte, M. & Festugato, L. Key parameter for tensile and compressive strength of fibre-reinforced soil-lime mixtures. Geosynth. Int. 19(5), 409–414 (2012).
doi: 10.1680/gein.12.00026
Consoli, N. C., Festugato, L., Miguel, G. D. & Scheuermann Filho, H. C. Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils. Geosynth. Int. 28(4), 391–401 (2021).
doi: 10.1680/jgein.20.00050
Tamassoki, S. et al. Compressive and shear strengths of coir fibre reinforced activated carbon stabilised lateritic soil. Sustainability 14, 9100 (2022).
doi: 10.3390/su14159100
Soleimani-Fard, H., Konig, D. & Goudarzy, M. Plane strain shear strength of unsaturated fiber-reinforced fine-grained soils. Acta Geotech. 17, 105–118 (2022).
doi: 10.1007/s11440-021-01197-7
Malekzadeh, M. & Bilsel, H. Hydro-mechanical behavior of polypropylene fiber reinforced expansive soils. KSCE J. Civ. Eng. 18(7), 2028–2033 (2014).
doi: 10.1007/s12205-014-0389-2
Phanikumar, B. R. & Singla, R. Swell-consolidation characteristics of fibre-reinforced expansive soils. Soils Found. 56(1), 138–143 (2016).
doi: 10.1016/j.sandf.2016.01.011
Wang, K. T., Zhang, L. X., Wang, Y. T. & Chang, Z. M. Study on the influence of glass fibre on the mechanical properties of collapsible loess. Water Power. 46(10), 117–121 (2020).
Huang, J. H., Bao, F., Li, H. & Yang, J. Experimental study on mechanical properties of glass fiber-reinforced loess. Yangtze River 51(S2), 260–264 (2020).
Xu, J., Wu, Z. P. & Chen, H. Triaxial shear behavior of basalt fiber reinforced loess under drying-wetting cycles. Rock Soil Mech. 43(1), 28–36 (2022).
Zhu, M., Ni, W. K., Li, X. N., Wang, H. M. & Zhao, L. Study on unconfined compressive strength and deformation after incorporating polypropylene fiber into loess. Sci. Technol. Eng. 20(20), 8337–8343 (2020).
Zuo, C. X., Sun, S. L., Huang, M. J., Gao, S. Q. & Zhang, Y. Experimental study on loess compressive strength improvement through xanthan gum and basalt fiber. Coal Geol. China 34(1), 57–61 (2022).
Lu, H. et al. Shear strength and disintegration properties of polypropylene fiber-reinforced loess. J. Traffic Transp. Eng. 21(2), 82–92 (2021).
An, N. et al. Experimental study on anti-erosion performance of polypropylene fiber-reinforced loess. Rock Soil Mech. 42(2), 501–510 (2021).
Dong, C. F., Zhang, W. Y., Sun, X. L. & Xie, B. L. Experimental study on the shear strength of lignin fiber-improved loess. Saf. Environ. Eng. 29(2), 102–110 (2022).
Chu, F., Zhang, H. G., Shao, S. J. & Deng, G. H. Experimental study on mechanical deformation and corrosion resistance characteristics of loess reinforced with synthetic waste cloth fiber yarn. Rock Soil Mech. 41(S1), 394–403 (2020).
Xiong, Y., Deng, H. F., Peng, M., Qi, Y. & Li, T. Shear properties of loess reinforced with four synthetic fibers. J. Yangtze River Sci. Res. Inst. 39(1), 122–133 (2022).
Wang, G. G., Luo, Y. S., Li, P. D. & Zhao, Y. B. Experimental study on three axis creep of fiber reinforced loess. Sci. Technol. Eng. 20(19), 7602–7608 (2020).
Hu, W. L., He, P. L. & Liu, H. Experimental study on optimization of shear strength parameters of basalt fiber loess. The Chin. J. Geol. Hazard Control 30(4), 92–97 (2019).
Gao, Z. N. et al. Effect of mixing method of sample preparation on the strength of loess improved by lignin fiber. China Earthq. Eng. J. 43(4), 930–934 (2021).
Su, S. & Lei, S. Y. Experimental study on tensile and compressive properties of palm fiber loess. China Sci. Pap. 15(12), 1391–1394 (2020).
Chen, S. F., Luo, T., Li, G. & Zhang, Y. Effects of cyclic freezing-thawing on dynamic properties of loess reinforced with polypropylene fiber and fly ash. Water 14(3), 317 (2022).
doi: 10.3390/w14030317
Yang, B. H. et al. Strength characteristics of modified polypropylene fiber and cement-reinforced loess. J. Cent. South Univ. 24(3), 560–568 (2017).
doi: 10.1007/s11771-017-3458-0
GB/T 50123–2019; Standard for soil test method. (Construction Ministry of PRC, 2019).
Arabani, M. & Haghsheno, H. The effect of water content on shear and compressive behavior of polymeric fiber-reinforced clay. SN Appl. Sci. 2, 1759 (2020).
doi: 10.1007/s42452-020-03568-3
Zhao, F. T. & Zheng, Y. W. Shear strength behavior of fiber-reinforced soil: experimental investigation and prediction model. Int. J. Geomech. 22(9), 04022146 (2022).
doi: 10.1061/(ASCE)GM.1943-5622.0002502
Dehghan, A. & Hamidi, A. Triaxial shear behaviour of sand-gravel mixtures reinforced with cement and fibre. Int. J. Geotech. Eng. 10(5), 510–520 (2016).
doi: 10.1080/19386362.2016.1175217
Shen, Y. S., Tang, Y., Yin, J., Li, M. P. & Wen, T. An experimental investigation on strength characteristics of fiber-reinforced clayey soil treated with lime or cement. Constr. Build. Mater. 294, 123537 (2021).
doi: 10.1016/j.conbuildmat.2021.123537
Hou, T. S., Liu, J. L., Luo, Y. S. & Cui, Y. X. Triaxial compression test on consolidated undrained shear strength characteristics of fiber reinforced soil. Soils Rocks 43(1), 43–55 (2020).
doi: 10.28927/SR.431043
Hamidi, A. & Hooresfand, M. Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotext. Geomembr. 36, 1–9 (2013).
doi: 10.1016/j.geotexmem.2012.10.005
Wang, D. Y. et al. Shear strength characteristics of fiber-reinforced unsaturated cohesive soils. Chin. J. Geotech. Eng. 35(10), 1933–1940 (2013).
Zhang, Y. M., Zhang, X. D. & Zhang, H. R. Test research of geotechnique textile soil reinforcement mechanism and engineering application. Rock Soil Mech. 26(8), 1323–1326 (2005).
Liu, B. S. et al. Advances in engineering properties of fiber reinforced soil. J. Eng. Geol. 21(4), 540–547 (2013).