Skip to main content

2021 | OriginalPaper | Buchkapitel

Strengthening of Cohesionless Soil Using Basalt Fibre Geogrids

verfasst von : J. Jasmin, K. Balan

Erschienen in: Proceedings of the Indian Geotechnical Conference 2019

Verlag: Springer Singapore

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

search-config
loading …

Abstract

Modern soil reinforcement uses more durable materials and advanced methodology in increasing the bearing capacity of feeble soils [2]. Basalt fibre geogrids can be characterized as a green nonpolluting material used in stabilizing the week foundation soils by the interaction of frictional forces that develops at the soil reinforcement interface [3]. This revolutionary fibre obtained from volcanic extrusive basalt rock possess high tensile strength than steel fibres and even effectively replaces glass and carbon fibres in terms of cost-efficiency and performance [7]. Tests were carried out to determine the effectiveness of basalt fibre geogrids in cohesionless soil. Cellular arrangement [8] of geogrid with coir fibre inclusions at different confinement depth ratios [1] (CD/B = 0.25, 0.75, 1.5 and 2) and variation in the number of geogrid cells (N = 1, 5 and 9) were performed. Results show that maximum strength can be attained within the zone of influence at optimum coir fibre content [6].

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!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Abu-Farsakh, M., Chen, Q., Sharma, R.: An experimental evaluation of the behaviour of footing on geosynthetic reinforced sand. Soils Found. 2, 335–348 (2013)CrossRef Abu-Farsakh, M., Chen, Q., Sharma, R.: An experimental evaluation of the behaviour of footing on geosynthetic reinforced sand. Soils Found. 2, 335–348 (2013)CrossRef
2.
Zurück zum Zitat Al-Jumaili, M.A., Al-Jameel, H.A.: Reinforcement of poor sandy subgrade soil with geogrid. Al-Qadisiyah J. Eng. Sci. 6, 408–422 (2016) Al-Jumaili, M.A., Al-Jameel, H.A.: Reinforcement of poor sandy subgrade soil with geogrid. Al-Qadisiyah J. Eng. Sci. 6, 408–422 (2016)
3.
Zurück zum Zitat Anas, I., Farouk, A., Sideek, M.B., Hassan, A.R., Mowafy, Y.: An innovative shape of geogrid to increase pull-out capacity. J. Mech. Civil Eng. (IOSR-JMCE), 4, 72–79 (2016) Anas, I., Farouk, A., Sideek, M.B., Hassan, A.R., Mowafy, Y.: An innovative shape of geogrid to increase pull-out capacity. J. Mech. Civil Eng. (IOSR-JMCE), 4, 72–79 (2016)
4.
Zurück zum Zitat Arul, A.R., Madhumathi, R.K.: Study on improvement in bearing capacity of soil using geogrid reinforcement. Int. J. Civil Eng. Technol. (IJCIET) 6, 172–178 (2016) Arul, A.R., Madhumathi, R.K.: Study on improvement in bearing capacity of soil using geogrid reinforcement. Int. J. Civil Eng. Technol. (IJCIET) 6, 172–178 (2016)
5.
Zurück zum Zitat Ates, A.: Mechanical properties of sandy soils reinforced with cement and randomly distributed glass fibers (GRC). Compos. B 96, 295–304 (2016)CrossRef Ates, A.: Mechanical properties of sandy soils reinforced with cement and randomly distributed glass fibers (GRC). Compos. B 96, 295–304 (2016)CrossRef
6.
Zurück zum Zitat Ayininuola, G.M., Oladotun, P.O.: Geotechnical properties of coconut coir fiber soil mixture. J. Civil Eng. Res. 4, 79–85 (2016) Ayininuola, G.M., Oladotun, P.O.: Geotechnical properties of coconut coir fiber soil mixture. J. Civil Eng. Res. 4, 79–85 (2016)
7.
Zurück zum Zitat Ayothiraman, R., Singh, A.: Improvement of soil properties by basalt fibre reinforcement. In: DFI-PFSF 2017 Conference, Melbourne, pp. 404–412 (2017) Ayothiraman, R., Singh, A.: Improvement of soil properties by basalt fibre reinforcement. In: DFI-PFSF 2017 Conference, Melbourne, pp. 404–412 (2017)
8.
Zurück zum Zitat Azadegan, O., Yaghoubi, M.J., Pourebrahim, R.: Laboratory study on the effects of geogrid layers on mechanical properties of lime/cement treated granular soils. EJGE 16, 499–512 (2015) Azadegan, O., Yaghoubi, M.J., Pourebrahim, R.: Laboratory study on the effects of geogrid layers on mechanical properties of lime/cement treated granular soils. EJGE 16, 499–512 (2015)
9.
Zurück zum Zitat Aziz, L.J.: Improvement of sandy soil with cylindrical cavity by using geogrids. J. Babylon Univ. Eng. Sci. 2, 325–345 (2014) Aziz, L.J.: Improvement of sandy soil with cylindrical cavity by using geogrids. J. Babylon Univ. Eng. Sci. 2, 325–345 (2014)
10.
Zurück zum Zitat Daud, K.A.: Cohesionless soil properties improvement using bentonite. ARPN J. Eng. Appl. Sci. 1, 271–275 (2018) Daud, K.A.: Cohesionless soil properties improvement using bentonite. ARPN J. Eng. Appl. Sci. 1, 271–275 (2018)
11.
Zurück zum Zitat Dhatrak, A.I., Farukh, K.A.: Performance of square footing on sandy soil prestressed with geogrid reinforcement. Int. J. Eng. Res. Technol. (IJERT) 5, 2173–2178 (2014) Dhatrak, A.I., Farukh, K.A.: Performance of square footing on sandy soil prestressed with geogrid reinforcement. Int. J. Eng. Res. Technol. (IJERT) 5, 2173–2178 (2014)
12.
Zurück zum Zitat Farooq, A., Goyal, R.: Stablization of soil by use of geo-jute as soil stabilizer. Int. Res. J. Eng. Technol. (IRJET) 4, 1654–1665 (2017) Farooq, A., Goyal, R.: Stablization of soil by use of geo-jute as soil stabilizer. Int. Res. J. Eng. Technol. (IRJET) 4, 1654–1665 (2017)
13.
Zurück zum Zitat Gao, L., Hu, G., Xu,N. Fu, J., Xiang, C., Yang, C.: Experimental study on unconfined compressive strength of basalt fiber reinforced clay soil. Adv. Mater. Sci. Eng. 1–8 (2015) Gao, L., Hu, G., Xu,N. Fu, J., Xiang, C., Yang, C.: Experimental study on unconfined compressive strength of basalt fiber reinforced clay soil. Adv. Mater. Sci. Eng. 1–8 (2015)
14.
Zurück zum Zitat George, G.P., Ramya, K.: A study on the effect of basalt fiber in organic soil. IOSR J. Mech. Civil Eng. 4, 13–17 (2017) George, G.P., Ramya, K.: A study on the effect of basalt fiber in organic soil. IOSR J. Mech. Civil Eng. 4, 13–17 (2017)
15.
Zurück zum Zitat Hamid, A., Shafiq, A.: Subgrade soil stabilization using jute fibre as a reinforcing material. Int. J. Eng. Develop. Res. 1, 74–80 (2017) Hamid, A., Shafiq, A.: Subgrade soil stabilization using jute fibre as a reinforcing material. Int. J. Eng. Develop. Res. 1, 74–80 (2017)
Metadaten
Titel
Strengthening of Cohesionless Soil Using Basalt Fibre Geogrids
verfasst von
J. Jasmin
K. Balan
Copyright-Jahr
2021
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-33-6444-8_21