Skip to main content
Erschienen in: Arabian Journal for Science and Engineering 5/2020

02.03.2020 | Research Article-Civil Engineering

Temperature-Controlled Triaxial Compression Test of Tire Strip-Reinforced Silty Clay

verfasst von: Qiang Ma, Hang Shu, Henglin Xiao, Chaogang Huang

Erschienen in: Arabian Journal for Science and Engineering | Ausgabe 5/2020

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Through triaxial compression test, the effect of different confining pressures, temperatures and volume reinforcement ratios on the strength of tire strip-reinforced silty clay was investigated. The stress–strain characteristics of the tire-reinforced silty clay were normalized, and the stress–strain relationship normalization equation was established. The test results show that the shear strength of tire strip-reinforced silty clay increases with the increase in confining pressure, and the reinforcement effect increases with the increase in confining pressure. At different temperatures, the shear strength is negatively correlated with temperature. At a confining pressure of 400 kPa, the shear strength of the sample with a volume reinforcement ratio of 3% was 3.16 times that of the unreinforced sample. Under the ratio of 3% volume reinforcement, the effect coefficient under various confining pressures was 2–3 times of that under unreinforced conditions. The stress–strain relationship of reinforced silty clay is normalized by using (σ1 − σ3)ult as the normalization factor, which has good normalization characteristics.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Gaudio, D.; Masini, L.; Rampello, S.: A performance-based approach to design reinforced-earth retaining walls. Geotext. Geomembr. 46(4), 470–485 (2018)CrossRef Gaudio, D.; Masini, L.; Rampello, S.: A performance-based approach to design reinforced-earth retaining walls. Geotext. Geomembr. 46(4), 470–485 (2018)CrossRef
2.
Zurück zum Zitat Yang, K.H.; Thuo, J.N.; Chen, J.W.; Liu, C.N.: Failure investigation of a geosynthetic-reinforced soil slope subjected to rainfall. Geosynth. Int. 26(1), 42–65 (2019)CrossRef Yang, K.H.; Thuo, J.N.; Chen, J.W.; Liu, C.N.: Failure investigation of a geosynthetic-reinforced soil slope subjected to rainfall. Geosynth. Int. 26(1), 42–65 (2019)CrossRef
3.
Zurück zum Zitat Hegde, A.: Geocell reinforced foundation beds-past findings, present trends and future prospects: a state-of-the-art review. Constr. Build. Mater. 154, 658–674 (2017)CrossRef Hegde, A.: Geocell reinforced foundation beds-past findings, present trends and future prospects: a state-of-the-art review. Constr. Build. Mater. 154, 658–674 (2017)CrossRef
4.
Zurück zum Zitat Gu, F.; Luo, X.; Luo, R.; Lytton, R.L.; Hajj, E.Y.; Siddharthan, R.V.: Numerical modeling of geogrid-reinforced flexible pavement and corresponding validation using large-scale tank test. Constr. Build. Mater. 122, 214–230 (2016)CrossRef Gu, F.; Luo, X.; Luo, R.; Lytton, R.L.; Hajj, E.Y.; Siddharthan, R.V.: Numerical modeling of geogrid-reinforced flexible pavement and corresponding validation using large-scale tank test. Constr. Build. Mater. 122, 214–230 (2016)CrossRef
5.
Zurück zum Zitat 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)CrossRef 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)CrossRef
6.
Zurück zum Zitat Mirzababaei, M.; Arulrajah, A.; Horpibulsuk, S.; Aldava, M.: Shear strength of a fibre-reinforced clay at large shear displacement when subjected to different stress histories. Geotext. Geomembr. 45(5), 422–429 (2017)CrossRef Mirzababaei, M.; Arulrajah, A.; Horpibulsuk, S.; Aldava, M.: Shear strength of a fibre-reinforced clay at large shear displacement when subjected to different stress histories. Geotext. Geomembr. 45(5), 422–429 (2017)CrossRef
7.
Zurück zum Zitat Li, L.; Shao, W.; Li, Y.; Cetin, B.: Effects of climatic factors on mechanical properties of cement and fiber reinforced clays. Geotech. Geol. Eng. 33(3), 537–548 (2015)CrossRef Li, L.; Shao, W.; Li, Y.; Cetin, B.: Effects of climatic factors on mechanical properties of cement and fiber reinforced clays. Geotech. Geol. Eng. 33(3), 537–548 (2015)CrossRef
8.
Zurück zum Zitat Burghignoli, A.; Desideri, A.; Miliziano, S.: A laboratory study on the thermomechanical behaviour of clayey soils. Can. Geotech. J. 37(4), 764–780 (2000)CrossRef Burghignoli, A.; Desideri, A.; Miliziano, S.: A laboratory study on the thermomechanical behaviour of clayey soils. Can. Geotech. J. 37(4), 764–780 (2000)CrossRef
9.
Zurück zum Zitat Cekerevac, C.; Laloui, L.: Experimental study of thermal effects on the mechanical behaviour of a clay. Int. J. Numer. Anal. Meth. Geomech. 28(3), 209–228 (2004)CrossRef Cekerevac, C.; Laloui, L.: Experimental study of thermal effects on the mechanical behaviour of a clay. Int. J. Numer. Anal. Meth. Geomech. 28(3), 209–228 (2004)CrossRef
10.
Zurück zum Zitat Abuel-Naga, H.M.; Bergado, D.T.; Bouazza, A.: Thermally induced volume change and excess pore water pressure of soft Bangkok clay. Eng. Geol. 89(1), 144–154 (2007)CrossRef Abuel-Naga, H.M.; Bergado, D.T.; Bouazza, A.: Thermally induced volume change and excess pore water pressure of soft Bangkok clay. Eng. Geol. 89(1), 144–154 (2007)CrossRef
11.
Zurück zum Zitat Tsutsumi, A.; Tanaka, H.: Combined effects of strain rate and temperature on consolidation behavior of clayey soils. Soils Found. 52(2), 207–215 (2012)CrossRef Tsutsumi, A.; Tanaka, H.: Combined effects of strain rate and temperature on consolidation behavior of clayey soils. Soils Found. 52(2), 207–215 (2012)CrossRef
12.
Zurück zum Zitat Jarad, N.; Cuisinier, O.; Masrouri, F.: Effect of temperature and strain rate on the consolidation behaviour of compacted clayey soils. Eur. J. Environ. Civ. Eng. 23(7), 789–806 (2019)CrossRef Jarad, N.; Cuisinier, O.; Masrouri, F.: Effect of temperature and strain rate on the consolidation behaviour of compacted clayey soils. Eur. J. Environ. Civ. Eng. 23(7), 789–806 (2019)CrossRef
13.
Zurück zum Zitat Kang, X.; Cao, J.; Bate, B.: Large-strain strength of polymer-modified kaolinite and fly ash-kaolinite mixtures. J. Geotech. Geoenviron. Eng. 145(2), 04018106 (2019)CrossRef Kang, X.; Cao, J.; Bate, B.: Large-strain strength of polymer-modified kaolinite and fly ash-kaolinite mixtures. J. Geotech. Geoenviron. Eng. 145(2), 04018106 (2019)CrossRef
14.
Zurück zum Zitat Kang, X.; Bate, B.; Chen, R.P.; Yang, W.; Wang, F.: Physicochemical and mechanical properties of polymer-amended kaolinite and fly ash-kaolinite mixtures. J. Mater. Civ. Eng. 31(6), 04019064 (2019)CrossRef Kang, X.; Bate, B.; Chen, R.P.; Yang, W.; Wang, F.: Physicochemical and mechanical properties of polymer-amended kaolinite and fly ash-kaolinite mixtures. J. Mater. Civ. Eng. 31(6), 04019064 (2019)CrossRef
15.
Zurück zum Zitat Zornberg, J.G.: Functions and applications of geosynthetics in roadways. Procedia Eng. 189, 298–306 (2017)CrossRef Zornberg, J.G.: Functions and applications of geosynthetics in roadways. Procedia Eng. 189, 298–306 (2017)CrossRef
16.
Zurück zum Zitat Touze-Foltz, N.; Bannour, H.; Barral, C.; Stoltz, G.: A review of the performance of geosynthetics for environmental protection. Geotext. Geomembr. 44(5), 656–672 (2016)CrossRef Touze-Foltz, N.; Bannour, H.; Barral, C.; Stoltz, G.: A review of the performance of geosynthetics for environmental protection. Geotext. Geomembr. 44(5), 656–672 (2016)CrossRef
17.
Zurück zum Zitat Michalowski, R.L.; Čermák, J.: Triaxial compression of sand reinforced with fibers. J. Geotech. Geoenviron. Eng. 129(2), 125–136 (2003)CrossRef Michalowski, R.L.; Čermák, J.: Triaxial compression of sand reinforced with fibers. J. Geotech. Geoenviron. Eng. 129(2), 125–136 (2003)CrossRef
18.
Zurück zum Zitat Yetimoglu, T.; Salbas, O.: A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotext. Geomembr. 21(2), 103–110 (2003)CrossRef Yetimoglu, T.; Salbas, O.: A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotext. Geomembr. 21(2), 103–110 (2003)CrossRef
19.
Zurück zum Zitat Ramirez, G.G.D.; Casagrande, M.D.T.: Experimental study of granular rubber waste tire reinforced soil for geotechnical applications. Key Eng. Mater. 600, 585–596 (2014)CrossRef Ramirez, G.G.D.; Casagrande, M.D.T.: Experimental study of granular rubber waste tire reinforced soil for geotechnical applications. Key Eng. Mater. 600, 585–596 (2014)CrossRef
20.
Zurück zum Zitat Naval, S.; Kumar, A.; Bansal, S.K.: Model tests on footing resting on waste tire fiber reinforced granular soil. Int. J. Geotech. Eng. 8(4), 469–476 (2014)CrossRef Naval, S.; Kumar, A.; Bansal, S.K.: Model tests on footing resting on waste tire fiber reinforced granular soil. Int. J. Geotech. Eng. 8(4), 469–476 (2014)CrossRef
21.
Zurück zum Zitat Attom, M.F.: The use of shredded waste tires to improve the geotechnical engineering properties of sands. Environ. Geol. 49(4), 497–503 (2006)CrossRef Attom, M.F.: The use of shredded waste tires to improve the geotechnical engineering properties of sands. Environ. Geol. 49(4), 497–503 (2006)CrossRef
22.
Zurück zum Zitat Balunaini, U.; Mohan, V.K.D.; Prezzi, M.; Salgado, R.: Shear strength of tyre chip–sand and tyre shred–sand mixtures. Proc. Inst. Civ. Eng. Geotech. Eng. 167(6), 585–595 (2014)CrossRef Balunaini, U.; Mohan, V.K.D.; Prezzi, M.; Salgado, R.: Shear strength of tyre chip–sand and tyre shred–sand mixtures. Proc. Inst. Civ. Eng. Geotech. Eng. 167(6), 585–595 (2014)CrossRef
23.
Zurück zum Zitat Kim, K.S.; Yoon, Y.W.; Yoon, G.L.: Pullout behavior of cell-type tires in reinforced soil structures. KSCE J. Civ. Eng. 15(7), 1209–1217 (2011)CrossRef Kim, K.S.; Yoon, Y.W.; Yoon, G.L.: Pullout behavior of cell-type tires in reinforced soil structures. KSCE J. Civ. Eng. 15(7), 1209–1217 (2011)CrossRef
24.
Zurück zum Zitat Yoon, Y.W.; Heo, S.B.; Kim, K.S.: Geotechnical performance of waste tires for soil reinforcement from chamber tests. Geotext. Geomembr. 26(1), 100–107 (2008)CrossRef Yoon, Y.W.; Heo, S.B.; Kim, K.S.: Geotechnical performance of waste tires for soil reinforcement from chamber tests. Geotext. Geomembr. 26(1), 100–107 (2008)CrossRef
25.
Zurück zum Zitat Denine, S.; Della, N.: Effect of geotextile reinforcement on shear strength of sandy soil: laboratory study. Stud Geotech Mech 38(4), 3–13 (2016)CrossRef Denine, S.; Della, N.: Effect of geotextile reinforcement on shear strength of sandy soil: laboratory study. Stud Geotech Mech 38(4), 3–13 (2016)CrossRef
26.
Zurück zum Zitat Cicek, E.; Guler, E.; Yetimoglu, T.: Effect of reinforcement length for different geosynthetic reinforcements on strip footing on sand soil. Soils Found. 55(4), 661–677 (2015)CrossRef Cicek, E.; Guler, E.; Yetimoglu, T.: Effect of reinforcement length for different geosynthetic reinforcements on strip footing on sand soil. Soils Found. 55(4), 661–677 (2015)CrossRef
27.
Zurück zum Zitat Fan, C.C.; Su, C.F.: Effect of soil moisture content on the deformation behaviour of root-reinforced soils subjected to shear. Plant Soil 324(1–2), 57–69 (2009)CrossRef Fan, C.C.; Su, C.F.: Effect of soil moisture content on the deformation behaviour of root-reinforced soils subjected to shear. Plant Soil 324(1–2), 57–69 (2009)CrossRef
28.
Zurück zum Zitat Danso, H.; Martinson, D.B.; Ali, M.; Williams, J.: Effect of fibre aspect ratio on mechanical properties of soil building blocks. Constr. Build. Mater. 83, 314–319 (2015)CrossRef Danso, H.; Martinson, D.B.; Ali, M.; Williams, J.: Effect of fibre aspect ratio on mechanical properties of soil building blocks. Constr. Build. Mater. 83, 314–319 (2015)CrossRef
29.
Zurück zum Zitat Zornberg, J.G.; Cabral, A.R.; Viratjandr, C.: Behaviour of tire shred-sand mixtures. Can. Geotech. J. 41(2), 227–241 (2015)CrossRef Zornberg, J.G.; Cabral, A.R.; Viratjandr, C.: Behaviour of tire shred-sand mixtures. Can. Geotech. J. 41(2), 227–241 (2015)CrossRef
30.
Zurück zum Zitat Prashanth, V.; Murali, K.A.; Dash, S.K.: Pullout tests using modified direct shear test setup for measuring soil-geosynthetic interaction parameters. Int. J. Geosynth. Ground Eng. 2(2), 10 (2016)CrossRef Prashanth, V.; Murali, K.A.; Dash, S.K.: Pullout tests using modified direct shear test setup for measuring soil-geosynthetic interaction parameters. Int. J. Geosynth. Ground Eng. 2(2), 10 (2016)CrossRef
31.
Zurück zum Zitat Yavari, N.; Tang, A.M.; Pereira, J.M.; Hassen, G.: Effect of temperature on the shear strength of soils and the soil–structure interface. Can. Geotech. J. 53(7), 1186–1194 (2016)CrossRef Yavari, N.; Tang, A.M.; Pereira, J.M.; Hassen, G.: Effect of temperature on the shear strength of soils and the soil–structure interface. Can. Geotech. J. 53(7), 1186–1194 (2016)CrossRef
32.
Zurück zum Zitat Nouri, S.; Nechnech, A.; Lamri, B.; Lopes, M.L.: Triaxial test of drained sand reinforced with plastic layers. Arab. J. Geosci. 9(1), 53 (2016)CrossRef Nouri, S.; Nechnech, A.; Lamri, B.; Lopes, M.L.: Triaxial test of drained sand reinforced with plastic layers. Arab. J. Geosci. 9(1), 53 (2016)CrossRef
33.
Zurück zum Zitat Ladd, C.C.; Foott, R.; Ishihara, K.; Schlosser, F.; Poulos, H.G.: Stress deformation and strength characteristics. In: International Conference on Soil Mechanics and Foundation Engineering, 9th, 1977, Tokyo, Japan, vol. 2 (1977) Ladd, C.C.; Foott, R.; Ishihara, K.; Schlosser, F.; Poulos, H.G.: Stress deformation and strength characteristics. In: International Conference on Soil Mechanics and Foundation Engineering, 9th, 1977, Tokyo, Japan, vol. 2 (1977)
34.
Zurück zum Zitat Kondner, R.L.: Hyperbolic stress-strain response: cohesive soils. J. Soil Mech. Found. Div. 89(1), 115–144 (1963) Kondner, R.L.: Hyperbolic stress-strain response: cohesive soils. J. Soil Mech. Found. Div. 89(1), 115–144 (1963)
Metadaten
Titel
Temperature-Controlled Triaxial Compression Test of Tire Strip-Reinforced Silty Clay
verfasst von
Qiang Ma
Hang Shu
Henglin Xiao
Chaogang Huang
Publikationsdatum
02.03.2020
Verlag
Springer Berlin Heidelberg
Erschienen in
Arabian Journal for Science and Engineering / Ausgabe 5/2020
Print ISSN: 2193-567X
Elektronische ISSN: 2191-4281
DOI
https://doi.org/10.1007/s13369-020-04428-3

Weitere Artikel der Ausgabe 5/2020

Arabian Journal for Science and Engineering 5/2020 Zur Ausgabe

    Marktübersichten

    Die im Laufe eines Jahres in der „adhäsion“ veröffentlichten Marktübersichten helfen Anwendern verschiedenster Branchen, sich einen gezielten Überblick über Lieferantenangebote zu verschaffen.