Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Articoli Vol. 3, No. 7 (2009)

Bearing capacity of mixed soil model

Author and affiliation details
  • Abdoullah Namdar Corresponding author Mysore University sina_a_n@yahoo.com
  • Mehdi Khodashenas Pelkoo Amirkabir University
DOI
10.3221/IGF-ESIS.07.06
Pages
pages 73-79
Published inVol. 3, No. 7 (2009)Go to the issue

Abstract

The main objective of this research is the improvement of red soil by the addition of construction materials. This method could provide a scientific way to create a soil foundation with sufficient stability against geo-technical problems or instabilities. Laboratory tests have been conducted to characterize the behavior of red soil when amended with different types of gravels, soils and sand under compacted conditions with Optimum Moisture Content (OMC). Safe bearing capacity of all models have been calculated to identify the best and worst soil mixed model.

Article history

  1. ReceivedUntil the next stage: 0 days
  2. Accepted

About the authors

Abdoullah Namdar

DOS in Geology, Manasa Gangotri, Mysore, India, 570006

Mehdi Khodashenas Pelkoo

Dept of Mining Engineering, Tehran, Iran

How to cite

APA

Namdar, A., & Khodashenas Pelkoo, M. (2009). Bearing capacity of mixed soil model. Fracture and Structural Integrity, 3(7), pages 73–79. https://doi.org/10.3221/IGF-ESIS.07.06

IEEE

A. Namdar and M. Khodashenas Pelkoo, “Bearing capacity of mixed soil model,” Fracture and Structural Integrity, vol. 3, no. 7, pp. pages 73–79, 2009, doi: 10.3221/IGF-ESIS.07.06.

MLA

Namdar, Abdoullah, and Mehdi Khodashenas Pelkoo. “Bearing capacity of mixed soil model.” Fracture and Structural Integrity, vol. 3, no. 7, 2009, pp. pages 73–79. https://doi.org/10.3221/IGF-ESIS.07.06.

Chicago

Namdar, Abdoullah, and Mehdi Khodashenas Pelkoo. 2009. “Bearing capacity of mixed soil model.” Fracture and Structural Integrity 3 (7): pages 73–79. https://doi.org/10.3221/IGF-ESIS.07.06.

Harvard

Namdar, A. and Khodashenas Pelkoo, M. (2009) ‘Bearing capacity of mixed soil model’, Fracture and Structural Integrity, 3(7), pp. pages 73–79. doi: 10.3221/IGF-ESIS.07.06.

Vancouver

Namdar A, Khodashenas Pelkoo M. Bearing capacity of mixed soil model. Fracture and Structural Integrity. 2009;3(7):pages 73-79. doi:10.3221/IGF-ESIS.07.06

BibTeX

@article{namdar2009, author = {Namdar, Abdoullah and Khodashenas Pelkoo, Mehdi}, title = {Bearing capacity of mixed soil model}, journal = {Fracture and Structural Integrity}, year = {2009}, volume = {3}, number = {7}, pages = {pages 73--79}, doi = {10.3221/IGF-ESIS.07.06}, url = {https://doi.org/10.3221/IGF-ESIS.07.06}, issn = {1971-8993} }

RIS

TY - JOUR AU - Namdar, Abdoullah AU - Khodashenas Pelkoo, Mehdi TI - Bearing capacity of mixed soil model JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2009 VL - 3 IS - 7 SP - pages 73 EP - 79 DO - 10.3221/IGF-ESIS.07.06 UR - https://doi.org/10.3221/IGF-ESIS.07.06 SN - 1971-8993 ER -

Licence

Copyright © 2014 Frattura ed Integrità Strutturale.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)

1 2 > >>