The stability of any structure is possible if foundation is appropriately designed. The Bandar abbas is the largest and most important port of Iran, with high seismicity and occurring strong earthquakes in this territory, the soil mechanical properties of different parts of city have been selected as the subject of current research. The data relating to the design of foundation for improvement of structure at different layer of subsoil have been collected and, accordingly, soil mechanical properties have been evaluated. The results of laboratory experiments can be used for evaluation of geotechnical characteristics of urban area for development a region with high level of structural stability. Ultimately, a new method for calculation of liquefaction force is suggested. It is applicable for improving geotechnical and structure codes and also for reanalysis of structure stability of previously constructed buildings.
Article history
ReceivedUntil the next stage: 0 days
Accepted
How to cite
APA
Namdar, A., Pelko, A. K., & Nusrath, A. (2010). Liquefaction mathematical analysis for improvement structures stability. Fracture and Structural Integrity, 4(14), pages 76–80. https://doi.org/10.3221/IGF-ESIS.14.08
IEEE
A. Namdar, A. K. Pelko, and A. Nusrath, “Liquefaction mathematical analysis for improvement structures stability,” Fracture and Structural Integrity, vol. 4, no. 14, pp. pages 76–80, 2010, doi: 10.3221/IGF-ESIS.14.08.
MLA
Namdar, A., et al. “Liquefaction mathematical analysis for improvement structures stability.” Fracture and Structural Integrity, vol. 4, no. 14, 2010, pp. pages 76–80. https://doi.org/10.3221/IGF-ESIS.14.08.
Chicago
Namdar, A., A. K. Pelko, and A. Nusrath. 2010. “Liquefaction mathematical analysis for improvement structures stability.” Fracture and Structural Integrity 4 (14): pages 76–80. https://doi.org/10.3221/IGF-ESIS.14.08.
Harvard
Namdar, A., Pelko, A.K. and Nusrath, A. (2010) ‘Liquefaction mathematical analysis for improvement structures stability’, Fracture and Structural Integrity, 4(14), pp. pages 76–80. doi: 10.3221/IGF-ESIS.14.08.
Vancouver
Namdar A, Pelko AK, Nusrath A. Liquefaction mathematical analysis for improvement structures stability. Fracture and Structural Integrity. 2010;4(14):pages 76-80. doi:10.3221/IGF-ESIS.14.08
BibTeX
@article{namdar2010,
author = {Namdar, A. and Pelko, A. K. and Nusrath, A.},
title = {Liquefaction mathematical analysis for improvement structures stability},
journal = {Fracture and Structural Integrity},
year = {2010},
volume = {4},
number = {14},
pages = {pages 76--80},
doi = {10.3221/IGF-ESIS.14.08},
url = {https://doi.org/10.3221/IGF-ESIS.14.08},
issn = {1971-8993}
}
RIS
TY - JOUR
AU - Namdar, A.
AU - Pelko, A. K.
AU - Nusrath, A.
TI - Liquefaction mathematical analysis for improvement structures stability
JO - Fracture and Structural Integrity
T2 - Fracture and Structural Integrity
PY - 2010
VL - 4
IS - 14
SP - pages 76
EP - 80
DO - 10.3221/IGF-ESIS.14.08
UR - https://doi.org/10.3221/IGF-ESIS.14.08
SN - 1971-8993
ER -
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.
