Geotextile-reinforced soils in a modernized irrigation system

Geotextile-reinforced soils in a modernized irrigation system

Автор: Ismoilova Sabida Isroilovna, Loginov Pavel Viktorovich, Khamidov Saidjon Sobitjon Ugli, Kumakov Jakhongir Xamzayevich, Khazratova Tulganoy Yashin Kizi

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 3 (88), 2020 года.

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The use in irrigation construction of geotextile soils reinforced (strengthened) with fibrous materials, including cotton fibers waste of textile materials, requires strength assessment of these soils under tension and bending. Due to the low tensile and bending strength of soil, the load is born by the fibers reinforcing the soil. Direct methods to test tensile and bending geotextile soils are complex. It was proposed to evaluate the strength of geotextile materials through the strength characteristics of their components. Soils reinforced with textile waste cotton fibers are considered in the paper. To determine the strength of cotton fibers experimentally under the action of friction force only, a tensile test of cotton yarn consisting of cotton fibers was conducted. The diagrams of cotton yarn stretching obtained experimentally and the known diagrams of sandy soil compression are given in the paper. It was found that in the process of strain, both cotton yarn and soil change structurally. These changes are described by the change functions of their strain moduli, determined from considered experimental results in the form of graphs. Based on them, a method for assessing the strength of geotextile soils based on the general law of cotton yarn and soil strain is proposed. The possibility of using the formula obtained from this law for a particular case when determining and evaluating the strength of cotton yarns under tensile forces is shown. Therefore, it is recommended to use this formula in calculating the tensile strength of geotextile soils reinforced (strengthened) with waste textile materials used in innovative and modernized construction of irrigation reservoirs, canals, ditches, and reservoirs.

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Geotextiles, soils, fiber, strength, irrigation construction

Короткий адрес: https://sciup.org/143172520

IDR: 143172520   |   DOI: 10.18720/CUBS.88.5

Список литературы Geotextile-reinforced soils in a modernized irrigation system

  • Ponomaryov, A., Zolotozubov, D. Several approaches for the design of reinforced bases on karst areas. Geotextiles and Geomembranes. 2014. 42(1). Pp. 48-51. 10.1016/j.geotexmem.2013.12.002. URL: https://linkinghub.elsevier.com/retrieve/pii/S0266114413001076. DOI: 10.1016/j.geotexmem.2013.12.002.URL
  • Petrukhin, A.B., Zakrevskaya, L. V., Gandelsman, A.I. Hardening of the soil basis for constructions by nonwoven geotextile fabric and foam glass gravel. Izvestiya Vysshikh Uchebnykh Zavedenii, Seriya Teknologiya Tekstil'noi Promyshlennosti. 2016. 2016-Janua(6). Pp. 277-280.
  • Ponomaryov, A.B., Sychkina, E.N., Kleveko, V.I. Use of marl as ground base for embankment. Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations - Proceedings of the International Conference on Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Tech. 2019. Pp. 280-283. DOI: 10.1201/9780429058882-55
  • Shooshpasha, I., Tavangar, Y., Kharun, M. An experimental evaluation of size effect and bearing capacity of footing on non-woven geotextile-reinforced sand. IOP Conference Series: Materials Science and Engineering. 2019. 675. Pp. 012001. 10.1088/1757-899X/675/1/012001. URL: https://iopscience.iop.org/article/10.1088/1757-899X/675/1/012001. DOI: 10.1088/1757-899X/675/1/012001.URL
  • Shenkman, R.I., Ponomaryov, A.B. Calculation of vertical deformations of the rigid foundations on the soft soil improved by geotextile encased stone columns. 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019. 2020.
  • Suzuki, M., Koyama, A., Kochi, Y., Urabe, T. Interface shear strength between geosynthetic clay liner and covering soil on the embankment of an irrigation pond and stability evaluation of its widened sections. Soils and Foundations. 2017. 57(2). Pp. 301-314. 10.1016/j.sandf.2017.03.007. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080617300392.
  • DOI: 10.1016/j.sandf.2017.03.007.URL
  • Kwak, C.W., Park, I.J., Park, J.B. Evaluation of disturbance function for geosynthetic-soil interface considering chemical reactions based on cyclic direct shear tests. Soils and Foundations. 2013. 53(5). Pp. 720-734. 10.1016/j.sandf.2013.08.010. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080613000929.
  • DOI: 10.1016/j.sandf.2013.08.010.URL
  • Peña-Pichardo, P., Martínez-Barrera, G., Martínez-López, M., Ureña-Núñez, F., dos Reis, J.M.L. Recovery of cotton fibers from waste Blue-Jeans and its use in polyester concrete. Construction and Building Materials. 2018. 177. Pp. 409-416. 10.1016/j.conbuildmat.2018.05.137. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061818312121.
  • DOI: 10.1016/j.conbuildmat.2018.05.137.URL
  • Ikeagwuani, C.C., Obeta, I.N., Agunwamba, J.C. Stabilization of black cotton soil subgrade using sawdust ash and lime. Soils and Foundations. 2019. 59(1). Pp. 162-175. 10.1016/j.sandf.2018.10.004. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080618302087.
  • DOI: 10.1016/j.sandf.2018.10.004.URL
  • Phanikumar, B.R., Singla, R. Swell-consolidation characteristics of fibre-reinforced expansive soils. Soils and Foundations. 2016. 56(1). Pp. 138-143. 10.1016/j.sandf.2016.01.011. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080616000123.
  • DOI: 10.1016/j.sandf.2016.01.011.URL
  • Lal, D., Sankar, N., Chandrakaran, S. Effect of reinforcement form on the behaviour of coir geotextile reinforced sand beds. Soils and Foundations. 2017. 57(2). Pp. 227-236. 10.1016/j.sandf.2016.12.001. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080617300288.
  • DOI: 10.1016/j.sandf.2016.12.001.URL
  • Sawada, Y., Nakazawa, H., Oda, T., Kobayashi, S., Shibuya, S., Kawabata, T. Seismic performance of small earth dams with sloping core zones and geosynthetic clay liners using full-scale shaking table tests. Soils and Foundations. 2018. 58(3). Pp. 519-533. 10.1016/j.sandf.2018.01.003. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080618300416.
  • DOI: 10.1016/j.sandf.2018.01.003.URL
  • Rama Vara Prasad, C., Hari Prasad Reddy, P., Ramana Murthy, V., Sivapullaiah, P.V. Swelling characteristics of soils subjected to acid contamination. Soils and Foundations. 2018. 58(1). Pp. 110-121. 10.1016/j.sandf.2017.11.005. URL: https://linkinghub.elsevier.com/retrieve/pii/S0038080617301580.
  • DOI: 10.1016/j.sandf.2017.11.005.URL
  • Feng, S.-J., Chen, J.-N., Chen, H.-X., Liu, X., Zhao, T., Zhou, A. Analysis of sand - woven geotextile interface shear behavior using discrete element method (DEM). Canadian Geotechnical Journal. 2020. 57(3). Pp. 433-447. 10.1139/cgj-2018-0703. URL: http://www.nrcresearchpress.com/doi/10.1139/cgj-2018-0703.
  • DOI: 10.1139/cgj-2018-0703.URL
  • Wongsa, A., Kunthawatwong, R., Naenudon, S., Sata, V., Chindaprasirt, P. Natural fiber reinforced high calcium fly ash geopolymer mortar. Construction and Building Materials. 2020. 241. Pp. 118143. 10.1016/j.conbuildmat.2020.118143. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061820301483.
  • DOI: 10.1016/j.conbuildmat.2020.118143.URL
  • Akturk, B., Akca, A.H., Kizilkanat, A.B. Fracture response of fiber-reinforced sodium carbonate activated slag mortars. Construction and Building Materials. 2020. 241. Pp. 118128. 10.1016/j.conbuildmat.2020.118128. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061820301331.
  • DOI: 10.1016/j.conbuildmat.2020.118128.URL
  • Senff, L., Novais, R.M., Carvalheiras, J., Labrincha, J.A. Eco-friendly approach to enhance the mechanical performance of geopolymer foams: Using glass fibre waste coming from wind blade production. Construction and Building Materials. 2020. 239. Pp. 117805. 10.1016/j.conbuildmat.2019.117805. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061819332581.
  • DOI: 10.1016/j.conbuildmat.2019.117805.URL
  • Islam, M.S., Ahmed, S.J. Influence of jute fiber on concrete properties. Construction and Building Materials. 2018. 189. Pp. 768-776. 10.1016/j.conbuildmat.2018.09.048. URL: https://linkinghub.elsevier.com/retrieve/pii/S095006181832227X.
  • DOI: 10.1016/j.conbuildmat.2018.09.048.URL
  • Wei, L., Chai, S.X., Zhang, H.Y., Shi, Q. Mechanical properties of soil reinforced with both lime and four kinds of fiber. Construction and Building Materials. 2018. 172. Pp. 300-308. 10.1016/j.conbuildmat.2018.03.248. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061818307530.
  • DOI: 10.1016/j.conbuildmat.2018.03.248.URL
  • Noolu, V., Mudavath, H., Pillai, R.J., Yantrapalli, S.K. Permanent deformation behaviour of black cotton soil treated with calcium carbide residue. Construction and Building Materials. 2019. 223. Pp. 441-449. 10.1016/j.conbuildmat.2019.07.010. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061819316733.
  • DOI: 10.1016/j.conbuildmat.2019.07.010.URL
  • Ramaiah, B.J., Ramana, G.V., Bansal, B.K. Field and large scale laboratory studies on dynamic properties of emplaced municipal solid waste from two dump sites at Delhi, India. Soil Dynamics and Earthquake Engineering. 2016. 90. Pp. 340-357. 10.1016/j.soildyn.2016.09.001. URL: https://linkinghub.elsevier.com/retrieve/pii/S0267726116302238.
  • DOI: 10.1016/j.soildyn.2016.09.001.URL
  • Jamshidi, R., Towhata, I., Ghiassian, H., Tabarsa, A.R. Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfill. Soil Dynamics and Earthquake Engineering. 2010. 30(6). Pp. 438-446. 10.1016/j.soildyn.2009.12.017. URL: https://linkinghub.elsevier.com/retrieve/pii/S0267726109002024.
  • DOI: 10.1016/j.soildyn.2009.12.017.URL
  • Qu, H.-L., Luo, H., Hu, H.-G., Jia, H.-Y., Zhang, D.-Y. Dynamic response of anchored sheet pile wall under ground motion: Analytical model with experimental validation. Soil Dynamics and Earthquake Engineering. 2018. 115. Pp. 896-906. 10.1016/j.soildyn.2017.09.015. URL: https://linkinghub.elsevier.com/retrieve/pii/S026772611630481X.
  • DOI: 10.1016/j.soildyn.2017.09.015.URL
  • Broda, J., Gawlowski, A., Laszczak, R., Mitka, A., Przybylo, S., Grzybowska-Pietras, J., Rom, M. Application of innovative meandrically arranged geotextiles for the protection of drainage ditches in the clay ground. Geotextiles and Geomembranes. 2017. 45(1). Pp. 45-53. 10.1016/j.geotexmem.2016.07.003. URL: https://linkinghub.elsevier.com/retrieve/pii/S026611441630084X.
  • DOI: 10.1016/j.geotexmem.2016.07.003.URL
  • Cristelo, N., Cunha, V.M.C.F., Dias, M., Gomes, A.T., Miranda, T., Araújo, N. Influence of discrete fibre reinforcement on the uniaxial compression response and seismic wave velocity of a cement-stabilised sandy-clay. Geotextiles and Geomembranes. 2015. 43(1). Pp. 1-13. 10.1016/j.geotexmem.2014.11.007. URL: https://linkinghub.elsevier.com/retrieve/pii/S0266114414001022.
  • DOI: 10.1016/j.geotexmem.2014.11.007.URL
  • Consoli, N.C., Nierwinski, H.P., Peccin da Silva, A., Sosnoski, J. Durability and strength of fiber-reinforced compacted gold tailings-cement blends. Geotextiles and Geomembranes. 2017. 45(2). Pp. 98-102. 10.1016/j.geotexmem.2017.01.001. URL: https://linkinghub.elsevier.com/retrieve/pii/S0266114417300018.
  • DOI: 10.1016/j.geotexmem.2017.01.001.URL
  • Saba, N., Jawaid, M., Alothman, O.Y., Paridah, M.T. A review on dynamic mechanical properties of natural fibre reinforced polymer composites. Construction and Building Materials. 2016. 106. Pp. 149-159. 10.1016/j.conbuildmat.2015.12.075. URL: https://linkinghub.elsevier.com/retrieve/pii/S0950061815307479.
  • DOI: 10.1016/j.conbuildmat.2015.12.075.URL
  • Grechukhin, A.P., Seliverstov, V.Y., Rudovskiy, P.N. The method of determination of yarn bending rigidity and friction factor during interaction of fibers. The Journal of The Textile Institute. 2017. 108(12). Pp. 2067-2072. 10.1080/00405000.2017.1312676. URL: https://www.tandfonline.com/doi/full/10.1080/00405000.2017.1312676.
  • DOI: 10.1080/00405000.2017.1312676.URL
  • Sultanov, K.S. A non-linear law of the deformation of soft soils. Journal of Applied Mathematics and Mechanics. 1998. 62(3). Pp. 465-472. 10.1016/S0021-8928(98)00058-6. URL: https://linkinghub.elsevier.com/retrieve/pii/S0021892898000586.
  • DOI: 10.1016/S0021-8928(98)00058-6.URL
  • Sultanov, K.S., Ismailova, S.I., Tulanov, S.E. Experimental regularities of deformation of the cotton yarn at stretching. Izvestiya Vysshikh Uchebnykh Zavedenii, Seriya Teknologiya Tekstil'noi Promyshlennosti. 2016. 364(4) Pp. 63-67 URL:https://ttp.ivgpu.com/wp-content/uploads/2016/11/364_13-4.pdf
  • Sultanov, K.S. The attenuation of longitudinal waves in non-linear viscoelastic media. Journal of Applied Mathematics and Mechanics. 2002. 66(1). Pp. 115-122. 10.1016/S0021-8928(02)00015-1. URL: https://linkinghub.elsevier.com/retrieve/pii/S0021892802000151.
  • DOI: 10.1016/S0021-8928(02)00015-1.URL
  • Sultanov, K.S., Ismailova, S.I. Determination of the strength of the cotton yarn on the basis of nonlinear elasticviscoplastic model of deformation. Izvestiya Vysshikh Uchebnykh Zavedenii, Seriya Teknologiya Tekstil'noi Promyshlennosti. 2018. 375(3). Pp.95-101 URL: https://ttp.ivgpu.com/wp-content/uploads/2018/10/375_18.pdf
  • Bakhodirov, A.A., Sultanov, K.S. Waves in a viscoelastic bar surrounded by soils under smooth loading. Mechanics of Solids. 2014. 49(3). Pp. 349-359. 10.3103/S002565441403011X. URL: http://link.springer.com/10.3103/S002565441403011X.
  • DOI: 10.3103/S002565441403011X.URL
  • Grigoryan S., Studies in soil mechanics. Thesis for a science. Moscow State University, Moscow, 1965.
  • Sultanov, K., Loginov, P., Ismoilova, S., Salikhova, Z. Variable moduli of soil strain. E3S Web of Conferences. 2019. 97. Pp. 04013. 10.1051/e3sconf/20199704013. URL: http://www.scopus.com/inward/record.url?eid=2-s2.0-85067279669&partnerID=MN8TOARS.
  • DOI: 10.1051/e3sconf/20199704013.URL
  • Loginov, P. V., Salikhova, Z.R., Sultanov, K.S. Experimental and Theoretical Method for Determining Mechanical Characteristics of Soils under Dynamic Loads. Mechanics of Solids. 2019. 54(6). Pp. 915-928. 10.3103/S0025654419060074. URL: http://link.springer.com/10.3103/S0025654419060074.
  • DOI: 10.3103/S0025654419060074.URL
  • Ismailova, S.I., Sultanov, K.S. Nonlinear deformation laws for composite threads in extension. Mechanics of Solids. 2015. 50(5). Pp. 578-590. 10.3103/S002565441505009X. URL: http://link.springer.com/10.3103/S002565441505009X.
  • DOI: 10.3103/S002565441505009X.URL
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