Consolidation behavior and load transfer efficiency in a comparative study between stiffer and drained elements in soft clay-Reference-Cited by-同舟云学术

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Consolidation behavior and load transfer efficiency in a comparative study between stiffer and drained elements in soft clay

Published:2024-03 Issue:3 Volume:15 Page:102500
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Omar Ahmed M.,Agaiby Shehab S.^ORCID,EL-Khouly Mohamed A.

Publisher

Elsevier BV

Subject

General Engineering

Reference24 articles.

1. The calculations on Haarajoki test embankment with the finite element program Plaxis 6.31;Aalto,1998

2. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay;Abdulrasool,2016

3. Numerical analysis of the carrying capacity of a piled raft foundation in soft clayey soils;Ahmed;Civil Eng J,2022

4. Amavasai A, Numerical Analyses of Embankments on soft soil. Haarajoki Test Embankment. Master of Science, Chalmers University of Technology, Sweden. 2015. 86 p.

5. Modeling Consolidation Behavior of Embankment Using Plaxis;Aseeja;Int J Sci Eng Res,2016

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