Bearing Capacity of a Stone Column Constructed Using the Vibro-Replacement Method: Experimental and Numerical Investigations-Reference-Cited by-同舟云学术

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Bearing Capacity of a Stone Column Constructed Using the Vibro-Replacement Method: Experimental and Numerical Investigations

Published:2024-02-22 Issue: Volume:1 Page:50-59
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Container-title:Geo-Congress 2024
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Author:

Yoosefi Siamak¹²³⁴,Meehan Christopher L.¹²³⁴,Garakani Amir Akbari¹²³⁴,Mosalmanzadeh Ali¹²³⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE.

3. Assistant Professor, Dept. of Structural Research, Niroo Research Institute, Tehran, Iran.

4. Head of Dam and Hydraulic Structures Group, Toossab Consulting Engineering Company, Mashhad, Iran.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485330.006

Reference14 articles.

1. ABAQUS. (2020). Abaqus user manual. Abacus.

2. Behavior of Stone Columns Based on Experimental and FEM Analysis

3. Troubleshooting Finite-Element Modeling with Abaqus;Boulbes R. J.;Fransa,2020

4. Initial bearing capacity of stone columns and sand piles;Brauns J.;Int. Symp. on Soil Reinforcing and Stabilizing Techniques in Engineering Practice,1978

5. Greenwood, D. (1970). Mechanical improvement of soils below ground surface. Inst Civil Engineers Proc, London.UK.

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