Numerical investigation of T-shaped soil-cement column supported embankment over soft ground
Deep mixing is a technique to stabilize soft soils in situ by mixing with cementitious binders to form columns. An innovative soil-cement column is proposed, with an enlarged column cap at shallow depth, and as such the column shape is analogous to a letter “T”. This paper presents a numerical inves...
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sg-ntu-dr.10356-1445692020-11-13T02:07:29Z Numerical investigation of T-shaped soil-cement column supported embankment over soft ground Yi, Yaolin Ni, Pengpeng Liu, Songyu School of Civil and Environmental Engineering 2018 Proceedings of China-Europe Conference on Geotechnical Engineering, SSGG Engineering::Civil engineering T-Shaped Column Embankment Deep mixing is a technique to stabilize soft soils in situ by mixing with cementitious binders to form columns. An innovative soil-cement column is proposed, with an enlarged column cap at shallow depth, and as such the column shape is analogous to a letter “T”. This paper presents a numerical investigation on the performance of T-shaped soil-cement column supported embankment over soft ground. The sensitivity of differential settlement between soil and column, as well as soil and column stresses in the middle of the embankment to the diameter and the height of the enlarged column cap is systemically studied. Accepted version 2020-11-13T02:07:29Z 2020-11-13T02:07:29Z 2018 Conference Paper Yi, Y., Ni, P., & Liu, S. (2018). Numerical investigation of T-shaped soil-cement column supported embankment over soft ground. 2018 Proceedings of China-Europe Conference on Geotechnical Engineering, SSGG, 1068-1071. doi:10.1007/978-3-319-97115-5_40 978-3-319-97114-8 978-3-319-97115-5 https://hdl.handle.net/10356/144569 10.1007/978-3-319-97115-5_40 1068 1071 en © 20XX Springer-Verlag Berlin Heidelberg. This is a post-peer-review, pre-copyedit version of an article published in 2018 Proceedings of China-Europe Conference on Geotechnical Engineering, SSGG. The final authenticated version is available online at: http://dx.doi.org/10.1007/978-3-319-97115-5_40. application/pdf |
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Engineering::Civil engineering T-Shaped Column Embankment Yi, Yaolin Ni, Pengpeng Liu, Songyu Numerical investigation of T-shaped soil-cement column supported embankment over soft ground |
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Deep mixing is a technique to stabilize soft soils in situ by mixing with cementitious binders to form columns. An innovative soil-cement column is proposed, with an enlarged column cap at shallow depth, and as such the column shape is analogous to a letter “T”. This paper presents a numerical investigation on the performance of T-shaped soil-cement column supported embankment over soft ground. The sensitivity of differential settlement between soil and column, as well as soil and column stresses in the middle of the embankment to the diameter and the height of the enlarged column cap is systemically studied. |
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School of Civil and Environmental Engineering |
author_facet |
School of Civil and Environmental Engineering Yi, Yaolin Ni, Pengpeng Liu, Songyu |
format |
Conference or Workshop Item |
author |
Yi, Yaolin Ni, Pengpeng Liu, Songyu |
author_sort |
Yi, Yaolin |
title |
Numerical investigation of T-shaped soil-cement column supported embankment over soft ground |
title_short |
Numerical investigation of T-shaped soil-cement column supported embankment over soft ground |
title_full |
Numerical investigation of T-shaped soil-cement column supported embankment over soft ground |
title_fullStr |
Numerical investigation of T-shaped soil-cement column supported embankment over soft ground |
title_full_unstemmed |
Numerical investigation of T-shaped soil-cement column supported embankment over soft ground |
title_sort |
numerical investigation of t-shaped soil-cement column supported embankment over soft ground |
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2020 |
url |
https://hdl.handle.net/10356/144569 |
_version_ |
1688665428688109568 |