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Finite element modelling of laterally loaded lime-cement columns using a damage plasticity model
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.ORCID iD: 0000-0001-9615-4861
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.ORCID iD: 0000-0003-3586-8988
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
2012 (English)In: Computers and geotechnics, ISSN 0266-352X, E-ISSN 1873-7633, Vol. 44, 48-57 p.Article in journal (Refereed) Published
Abstract [en]

The behaviour of laterally loaded lime-cement columns in a shear box was studied. Laboratory tests are presented together with numerical analyses where the columns are simulated by a concrete damage plasticity model that considers stiffness degradation. Seven model tests were investigated where the columns were installed in a single column pattern and in rows with different column overlap in order to investigate the influence of the degree of overlapping of the columns in the rows. The results of the numerical evaluations showed good agreement with the experimental shear stress-displacement relation and a good accuracy with respect to the fractures developed.

Place, publisher, year, edition, pages
2012. Vol. 44, 48-57 p.
Keyword [en]
Lime, Cement, Kaolin, Deep mixing, Model test, Finite element method, Damage plasticity model
National Category
Civil Engineering Geotechnical Engineering
Identifiers
URN: urn:nbn:se:kth:diva-75012DOI: 10.1016/j.compgeo.2012.03.004ISI: 000308678900006OAI: oai:DiVA.org:kth-75012DiVA: diva2:490306
Note

QC 20121031. Updated from submitted to published.

Available from: 2012-02-04 Created: 2012-02-04 Last updated: 2017-12-08Bibliographically approved

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Larsson, Stefan

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