A new method to predict the bearing capacity–penetration curve of spudcans in multi-layered clay soils-Reference-Cited by-同舟云学术

A new method to predict the bearing capacity–penetration curve of spudcans in multi-layered clay soils

Published:2021-04-13 Issue: Volume: Page:1-15
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Mehralizadeh Hojat¹,Makarchian Masoud¹

Affiliation:

1. Civil Engineering, Faculty of Engineering, Bu-Ali Sina University, Hamedan, Iran

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2021.1909194

Reference32 articles.

1. Amellonado, A. 2016. Finite Element Analysis of Spudcan Penetration in Homogeneous and Two Layered Soil Deposits. MSc. thesis, Delft University of Technology, Delft.

2. Effect of Skirt-Tip Geometry on Set-Up Outside Suction Anchors in Soft Clay

3. Combined loading of skirted foundations

4. Brinkgreve, R. B. J., S. Kumarswamy, and W. M. Swolfs. 2016. Plaxis 2D manual, Delft.

5. Brinkgreve, R. B. J., and R. F. Shen. 2011. Structural Elements and Modeling Excavations in Plaxis. Power Point Presentation File.

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