Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method-Reference-Cited by-同舟云学术

Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method

Published:2020-11 Issue:11 Volume:20 Page:04020213
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Foroutan Kalourazi Ahmad¹^ORCID,Jamshidi Chenari Reza²^ORCID,Veiskarami Mehdi³

Affiliation:

1. M.Sc. Student, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, P.O. 41996-13776, Rasht, Guilan, Iran. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, P.O. 41996-13776, Rasht, Guilan, Iran (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, School of Engineering, Shiraz Univ., P.O. 71348-51156, Shiraz, Fars, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001858

Reference57 articles.

1. Characterization of Failure in Cross-Anisotropic Soils

2. Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils

3. Bearing capacity of shallow foundations in transversely isotropic granular media

4. Loaded Areas on Cohesive Slopes

5. Bakir N. E. 1993. “Etude sur modèles centrifugés de la capacité portante de fondations superficielles.” Doctoral dissertation. École centrale de Nantes Faculté des sciences et des techniques Université de Nantes.

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