Skip to main content
Top
Published in: Innovative Infrastructure Solutions 1/2018

01-12-2018 | Short Communication

Reduction of lateral earth pressure using Geo-foam blocks

Authors: Mahmoud Samir El-kady, Majed A. Alzara, Mohamed Anwar Farouk

Published in: Innovative Infrastructure Solutions | Issue 1/2018

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Geo-foam is an expanded polystyrene (EPS) or extruded polystyrene manufactured into large lightweight blocks. EPS Geo-foam density is only about 1% that of soil and rock, making it a superior, ultra-lightweight fill material that significantly reduces the stress on underlying subgrades. The lighter load can reduce settlements and can improve stability against bearing and slope failures. Geo-foam offers special advantages for construction on soft ground, slope stabilization, and retaining walls. A parametric study is carried out using ADINA program, different values of Geo-foam thickness (t), and Geo-foam height (H). Loaded and unloaded retaining wall models are also studied. The study aims at achieving the lowest possible stresses in both soil and the retaining wall body. This will reduce the expected soil settlement. Results showed that the most effective and preferable value of the Geo-foam thickness (t) is equal to 1.00 m. Numerical results pointed indicated that the decrease in soil settlement was about 35% when using Geo-foam of thickness equal to 1.00 m. Also, results showed that soil settlements and lateral stresses decreased by about 20% for loaded cases for different values of the Geo-foam thickness when compared with unloaded ones.

Dont have a licence yet? Then find out more about our products and how to get one now:

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!

Literature
1.
go back to reference Horvath JS (1997) Geofoam Geosynthetic. Horvath Engineering, P.C., Scarsdale, NY, 229 p Horvath JS (1997) Geofoam Geosynthetic. Horvath Engineering, P.C., Scarsdale, NY, 229 p
2.
go back to reference Duškov M, Nijhuis E (2011) Lightweight embankments with EPS blocks above press sewers of A2 Eindhoven by-pass motorway. In: 4th international conference on geofoam blocks in construction applications, EPS 2011 Norway Duškov M, Nijhuis E (2011) Lightweight embankments with EPS blocks above press sewers of A2 Eindhoven by-pass motorway. In: 4th international conference on geofoam blocks in construction applications, EPS 2011 Norway
3.
go back to reference Baghdadi ZA, Fartani MN, Sabban NA (1995) Soil modification by cement kiln dust. J Mater Civil Eng 7:218–222CrossRef Baghdadi ZA, Fartani MN, Sabban NA (1995) Soil modification by cement kiln dust. J Mater Civil Eng 7:218–222CrossRef
4.
go back to reference ACI Comittee 229 (1999) Controlled low-strength materials (CLSM). Report 229. R, American Concrete Institute, Farmington Hills, Mich ACI Comittee 229 (1999) Controlled low-strength materials (CLSM). Report 229. R, American Concrete Institute, Farmington Hills, Mich
5.
go back to reference Howard AK, Hitch JL (1997) The design and application of controlled low-strength materials (flowable fill). In: ASTM STP 1331, symposium on the design and application of CLSM (Flowable Fill), St. Louis, Mo., 19–20 June 1997 Howard AK, Hitch JL (1997) The design and application of controlled low-strength materials (flowable fill). In: ASTM STP 1331, symposium on the design and application of CLSM (Flowable Fill), St. Louis, Mo., 19–20 June 1997
6.
go back to reference Shaheen AF (1993) Stabilization of clayey sub-grade soil using by-pass dust. M. Sc. Thesis, Faculty of Engineering Cairo University Shaheen AF (1993) Stabilization of clayey sub-grade soil using by-pass dust. M. Sc. Thesis, Faculty of Engineering Cairo University
7.
go back to reference El-Didamony H, Abo El-Enein AA, Ali AH, Sokkary TM (1997) Recycling of cement kiln dust in slag cement. In: Proceedings of the 7th International Conference on Environment Protection, Alexandria, Egypt, 20–22 May, pp 587–603 El-Didamony H, Abo El-Enein AA, Ali AH, Sokkary TM (1997) Recycling of cement kiln dust in slag cement. In: Proceedings of the 7th International Conference on Environment Protection, Alexandria, Egypt, 20–22 May, pp 587–603
Metadata
Title
Reduction of lateral earth pressure using Geo-foam blocks
Authors
Mahmoud Samir El-kady
Majed A. Alzara
Mohamed Anwar Farouk
Publication date
01-12-2018
Publisher
Springer International Publishing
Published in
Innovative Infrastructure Solutions / Issue 1/2018
Print ISSN: 2364-4176
Electronic ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-018-0145-4

Other articles of this Issue 1/2018

Innovative Infrastructure Solutions 1/2018 Go to the issue