Evaluating the Effect of Footing Roughness on N γ Coefficient Using the Method of Stress Characteristics-Reference-Cited by-同舟云学术

Evaluating the Effect of Footing Roughness on N γ Coefficient Using the Method of Stress Characteristics

Published:2022-03 Issue:3 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ahmadi Shervin¹,Kamalian Mohsen²,Askari Faradjollah³

Affiliation:

1. Dept. of Civil Engineering, South Tehran Branch, Islamic Azad Univ., P. O. Box: 15847-43311, Tehran, Iran.

2. Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, P. O. Box: 19537-14453, Tehran, Iran (corresponding author).

3. Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, P. O. Box: 19537-14453, Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002283

Reference42 articles.

1. Considerations on Bearing Capacity Factors of Rough Strip Footing Using the Stress Characteristics Method

2. Evaluation of the Static Bearing Capacity Coefficients of Rough Strip Footing Using the Stress Characteristics Method

3. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil

4. Booker, J. R., and E. H. Davis. 1977. “Stability analysis by plasticity theory.” In Numerical methods in geotechnical engineering, edited by C. S. Desai and J. T. Christian, 719–748. New York: McGraw Hill.

5. Seismic bearing capacity of soils

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