Stochastic Analysis for Bearing Capacity Determination of Shallow Foundations on Thin-Tilted Anisotropic Soils-Reference-Cited by-同舟云学术

Stochastic Analysis for Bearing Capacity Determination of Shallow Foundations on Thin-Tilted Anisotropic Soils

Published:2021-08 Issue:8 Volume:21 Page:04021145
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ghazavi Mahmoud¹,Moghaddam Parviz Tafazzoli²^ORCID,Dehkordi Pezhman Fazeli³^ORCID

Affiliation:

1. Professor, Faculty of Civil Engineering, K.N. Toosi Univ. of Technology, Tehran 19967-15433, Iran (corresponding author).

2. Graduate Student, Faculty of Civil Engineering, K.N. Toosi Univ. of Technology, Tehran 19967-15433, Iran. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Shahrekord Branch, Islamic Azad Univ., Shahrekord 88137-33395, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002107

Reference39 articles.

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3. Beacher, G. B., and T. S. Ingra. 1981. “Stochastic FEM in settlement predictions.” J. Geotech. Geoenviron. Eng. 107 (4): 449–463. https://doi.org/10.1061/AJGEB6.0001119.

4. Bearing capacity of square and circular footings on a finite layer of granular soil underlain by a rigid base;Cerato A. B.;J. Geotech. Geoenviron. Eng.,2006

5. Cherubini, C. 1997. “Data and considerations on the variability of geotechnical properties of soils.” In Proc., Conf. on Advances in Safety and Reliability, ESREL, 1583–1591. Amsterdam, The Netherlands: Elsevier.

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