Deep Soil Mixing Columns as Settlement-Reducing Elements in Sandy Soils: A Numerical Study-Reference-Cited by-同舟云学术

Deep Soil Mixing Columns as Settlement-Reducing Elements in Sandy Soils: A Numerical Study

Published:2023-04 Issue:4 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Moradi Pezhman¹^ORCID,Khalili Hesam Dehghan²^ORCID,Arvin Mohammad Reza²^ORCID

Affiliation:

1. Researcher, Dept. of Civil Engineering, Fasa Univ., Fasa 7461686131, Iran (corresponding author). ORCID: . Emails:

2. Assistant Professor, Dept. of Civil Engineering, Fasa Univ., Fasa 7461686131, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7983

Reference37 articles.

1. Numerical analysis of unconnected piled raft with cushion

2. Burland, J. B., B. B. Broms, and V. F. B. de Mello. 1977. “Behaviour of foundations and structures.” In Vol. 2 of Proc., Int. Conf. on Soil Mechanics and Foundation Engineering, 495–536. Tokyo: Japanese Society of Soil Mechanics and Foundation Engineering.

3. Seismic analysis of laterally loaded pile under influence of vertical loading using finite element method

4. Field Tests, Modification, and Application of Deep Soil Mixing Method in Soft Clay

5. Conte, G., A. Mandolini, and M. F. Randolph. 2003. “Centrifuge modelling to investigate the performance of piled rafts.” In Proc., 4th Int. Geotechnical Seminar on Deep Foundations on Bored Auger Piles, 9. Rotterdam, Netherlands: Millpress.

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