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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Main Authors: Yi, Yaolin, Ni, Pengpeng, Liu, Songyu
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2020
Subjects:
Online Access:https://hdl.handle.net/10356/144569
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Institution: Nanyang Technological University
Language: English
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spelling 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
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
T-Shaped Column
Embankment
spellingShingle 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
description 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.
author2 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
publishDate 2020
url https://hdl.handle.net/10356/144569
_version_ 1688665428688109568