You are here

Home » Content

Design the pillars of soil and cement to strengthen substrate according to the Geotechnicalechnical conditions (case study Ahvaz oil company project)

Journal Name:

  • Cumhuriyet Üniversitesi Fen Fakültesi Fen Bilimleri Dergisi

Publication Year:

  • 2015
Author NameUniversity of AuthorFaculty of Author
Abstract (2. Language): 
Soil and cement columns are Including methods of improving that is used in a wide range of soil to a depth of about 50 meters. The purpose of soil mixing to achieve improved Geotechnical parameters or parameters such as compressive strength, shear strength and permeability, the aim of this study is to assess the design soil and cement pillars, according to the geological conditions and Geotechnical engineering, a region in the Ahvaz oil project, due to conditions of Geological and Geotechnical differently, to better understand the method. Therefore, in this study, investigate of Geotechnical conditions of the project to create a security structure to prevent water intrusion, according to the Geotechnical characteristics of the site. Finally, 31 longitudinal columns and 17 transverse columns and a total of 527 columns were designed to sustain the Platform project.
Bookmark/Search this post with
FULL TEXT (PDF): 
PDF icon 5000146238-5000241957-1-pb.pdf
  • 6
1308
1321
  • English

REFERENCES

References: 

[1] Braja. m. Dos (2003)."Principles of Geotechnical Engineering", vol1, Tahooni.sh,
[2] A.W.Skempton, DR L.Bjerrum. “A Contribution to the Settlement Analysis of Foundations on
Clay”
[3] Bell, R.A ,hancock, T.M. and Taki, O. (1995), “Hillside Tank on Mix-in Place - Soil-cement
Piles”, X Pan-Am Conference on Soil Mechanics and Engineering, Guadalajara, Mexico, Vol. 2
pp. 783 ~792. Foundation
[4] Hibino, S. (1989), “Summary and Histories of Tenocolumn Method Foundation Engineering and
Equipment (Kiso-ko), pp. 90 ~ 96
[5] JSSMFE Committee (1985), “Geotechnical Engineering Term Dictionary JSSMFE jasperse,
B.H,Ryan,C.R (1987.10), “Geotech import : deep Soil Mixing ASCE civil Engineering , pp. 66
~ 68.
[6] Mitchel, J.K, Baster, C.D.P.and Munson, T.C. (1995), “Performance of improved Ground
During Earthquakes”, ASCE Geotechnical special No. Publication 49, pp. 1~36.
[7] Pujol-Rius, A. ,Griffin P. and taki, O. (1989) “foundation Stabilization of Jackson Lake Dam
“, 12 th international conference of soil mechanics and Foundation Engineering Rio de Janerio,
Brazil, vol 2, pp. 1403 ~1406.

Thank you for copying data from http://www.arastirmax.com