The effect of stone column geometry on soft soil bearing capacity

Stone columns are one of the common types of ground improvement methods that applied to reduce the settlement and increase the stability of structures. This paper focuses on the non-uniform diameters of the stone column and aimed at providing some practical insights into the design by reducing the c...

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Main Authors: Hamzh, A., Mohamad, H., Bin Yusof, M.F.
Format: Article
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-eprints.28836 /
Published: Taylor and Francis Ltd. 2022
Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073953603&doi=10.1080%2f19386362.2019.1666557&partnerID=40&md5=5c0e775f01177724adc675a6963d4c57
http://eprints.utp.edu.my/28836/
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spelling utp-eprints.288362022-03-17T02:33:10Z The effect of stone column geometry on soft soil bearing capacity Hamzh, A. Mohamad, H. Bin Yusof, M.F. Stone columns are one of the common types of ground improvement methods that applied to reduce the settlement and increase the stability of structures. This paper focuses on the non-uniform diameters of the stone column and aimed at providing some practical insights into the design by reducing the constructing material of the stone column with increasing the bearing capacity of the soft soil. In this study, two dimensional (2D) Finite Element analyses through PLAXIS 2D were performed to investigate the bearing capacity of uniform and non-uniform stone columns in soft soil. A Mohr-Coulomb constitutive soil model was adopted in the numerical analyses. The non-uniform stone columns modelling by creating two different diameters and lengths. The upper diameter d1 was always larger than the lower half diameter d2 with investigated ratio d2: d1 of 1:2, 1:4 and 1:5. The columns were 10 m long but varied in diameter length with nine different length ratios (l1: l2). By comparing between uniform and non-uniform shapes, one can determine the optimum column�s design. The highest bearing capacity obtained by the non-uniform stone column was one with the d2:d1 ratio equals to 1:5. The most economical shape for the stone column (the least volumes used to construct stone columns) was achieved at a ratio of d2:d1 = 1:2 and a length ratio of l1:l2 = 3:7. © 2019 Informa UK Limited, trading as Taylor & Francis Group. Taylor and Francis Ltd. 2022 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073953603&doi=10.1080%2f19386362.2019.1666557&partnerID=40&md5=5c0e775f01177724adc675a6963d4c57 Hamzh, A. and Mohamad, H. and Bin Yusof, M.F. (2022) The effect of stone column geometry on soft soil bearing capacity. International Journal of Geotechnical Engineering, 16 (2). pp. 200-210. http://eprints.utp.edu.my/28836/
institution Universiti Teknologi Petronas
collection UTP Institutional Repository
description Stone columns are one of the common types of ground improvement methods that applied to reduce the settlement and increase the stability of structures. This paper focuses on the non-uniform diameters of the stone column and aimed at providing some practical insights into the design by reducing the constructing material of the stone column with increasing the bearing capacity of the soft soil. In this study, two dimensional (2D) Finite Element analyses through PLAXIS 2D were performed to investigate the bearing capacity of uniform and non-uniform stone columns in soft soil. A Mohr-Coulomb constitutive soil model was adopted in the numerical analyses. The non-uniform stone columns modelling by creating two different diameters and lengths. The upper diameter d1 was always larger than the lower half diameter d2 with investigated ratio d2: d1 of 1:2, 1:4 and 1:5. The columns were 10 m long but varied in diameter length with nine different length ratios (l1: l2). By comparing between uniform and non-uniform shapes, one can determine the optimum column�s design. The highest bearing capacity obtained by the non-uniform stone column was one with the d2:d1 ratio equals to 1:5. The most economical shape for the stone column (the least volumes used to construct stone columns) was achieved at a ratio of d2:d1 = 1:2 and a length ratio of l1:l2 = 3:7. © 2019 Informa UK Limited, trading as Taylor & Francis Group.
format Article
author Hamzh, A.
Mohamad, H.
Bin Yusof, M.F.
spellingShingle Hamzh, A.
Mohamad, H.
Bin Yusof, M.F.
The effect of stone column geometry on soft soil bearing capacity
author_sort Hamzh, A.
title The effect of stone column geometry on soft soil bearing capacity
title_short The effect of stone column geometry on soft soil bearing capacity
title_full The effect of stone column geometry on soft soil bearing capacity
title_fullStr The effect of stone column geometry on soft soil bearing capacity
title_full_unstemmed The effect of stone column geometry on soft soil bearing capacity
title_sort effect of stone column geometry on soft soil bearing capacity
publisher Taylor and Francis Ltd.
publishDate 2022
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073953603&doi=10.1080%2f19386362.2019.1666557&partnerID=40&md5=5c0e775f01177724adc675a6963d4c57
http://eprints.utp.edu.my/28836/
_version_ 1741197159071481856
score 11.62408

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