In this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to assess economical dimension of foundation as well as understanding variation range of bearing capacity at different degree. It could help of civil engineering in design of foundations at any situation.
Article history
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How to cite
APA
Namdar, A., & Pelko, M. K. (2009). Numerical analysis of soil bearing capacity by changing soil characteristics. Fracture and Structural Integrity, 3(10), pages 38–42. https://doi.org/10.3221/IGF-ESIS.10.05
IEEE
A. Namdar and M. K. Pelko, “Numerical analysis of soil bearing capacity by changing soil characteristics,” Fracture and Structural Integrity, vol. 3, no. 10, pp. pages 38–42, 2009, doi: 10.3221/IGF-ESIS.10.05.
MLA
Namdar, Abdoullah, and Mehdi Khodashenas Pelko. “Numerical analysis of soil bearing capacity by changing soil characteristics.” Fracture and Structural Integrity, vol. 3, no. 10, 2009, pp. pages 38–42. https://doi.org/10.3221/IGF-ESIS.10.05.
Chicago
Namdar, Abdoullah, and Mehdi Khodashenas Pelko. 2009. “Numerical analysis of soil bearing capacity by changing soil characteristics.” Fracture and Structural Integrity 3 (10): pages 38–42. https://doi.org/10.3221/IGF-ESIS.10.05.
Harvard
Namdar, A. and Pelko, M.K. (2009) ‘Numerical analysis of soil bearing capacity by changing soil characteristics’, Fracture and Structural Integrity, 3(10), pp. pages 38–42. doi: 10.3221/IGF-ESIS.10.05.
Vancouver
Namdar A, Pelko MK. Numerical analysis of soil bearing capacity by changing soil characteristics. Fracture and Structural Integrity. 2009;3(10):pages 38-42. doi:10.3221/IGF-ESIS.10.05
BibTeX
@article{namdar2009,
author = {Namdar, Abdoullah and Pelko, Mehdi Khodashenas},
title = {Numerical analysis of soil bearing capacity by changing soil characteristics},
journal = {Fracture and Structural Integrity},
year = {2009},
volume = {3},
number = {10},
pages = {pages 38--42},
doi = {10.3221/IGF-ESIS.10.05},
url = {https://doi.org/10.3221/IGF-ESIS.10.05},
issn = {1971-8993}
}
RIS
TY - JOUR
AU - Namdar, Abdoullah
AU - Pelko, Mehdi Khodashenas
TI - Numerical analysis of soil bearing capacity by changing soil characteristics
JO - Fracture and Structural Integrity
T2 - Fracture and Structural Integrity
PY - 2009
VL - 3
IS - 10
SP - pages 38
EP - 42
DO - 10.3221/IGF-ESIS.10.05
UR - https://doi.org/10.3221/IGF-ESIS.10.05
SN - 1971-8993
ER -
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