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Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer

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Main Authors: Ahmad Hakimi, Mat Nor, Saiful Azhar, Ahmad Tajudin, Faizal, Pakir, Ali Abdul-Wahoud Mahmood, Muhd Amirul Hafiz, Idris, Masiri, Kaamin, Mohd Erwan, Sanik, Salman, Salim
Other Authors: ahakimi@uthm.edu.my
Format: Article
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2022
Subjects:
Soft clay
Stabilisation
Consolidation test
Atterberg limit
TX-85(Liquid) and SH-85(powder)
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/73374
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spelling my.unimap-733742022-01-14T02:45:38Z Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer Ahmad Hakimi, Mat Nor Saiful Azhar, Ahmad Tajudin Faizal, Pakir Ali Abdul-Wahoud Mahmood Muhd Amirul Hafiz, Idris Masiri, Kaamin Mohd Erwan, Sanik Salman, Salim ahakimi@uthm.edu.my Soft clay Stabilisation Consolidation test Atterberg limit TX-85(Liquid) and SH-85(powder) Link to publisher's homepage at http://ijneam.unimap.edu.my Construction on the soft ground area is a great challenge in the field of geotechnical engineering. It gives instability and settlement problems when construction takes place. The characteristics of soft soil are high compressibility, high settlement, low shear strength, and low permeability. This problem can be solved using a stabilisation method of Batu Pahat Soft Clay (BPSC) studied. The research of stabilisation focuses on improving the compressibility of BPSC by combining TX-85 with SH-85 probase stabiliser. This research aims to determine the physical properties and the compressibility behaviour of BPSC when added with different percentage of stabiliser and curing time. The percentage of stabiliser used in this research is 3L+6P, 3L+9P, 3L+12P, and one untreated sample as constant. Then, the sample was cured for 7 and 14 days before going through testing. Two types of tests have been done for this research to get the physical properties: Atterberg limit (plastic limit & liquid limit) and standard proctor test. After that, the consolidation test was performed to investigate the compressibility behaviour of the combination between TX-85 with SH-85 treated BPSC. As a result, the physical properties of BPSC were categorised as highly plastic clay. Meanwhile, the optimum moisture content (OMC) was 23% and the maximum dry density (MDD) was 1520 kg/m3. The compression index and swelling index value of BPSC decreased as combination between TX-85 with SH-85 content increased. Additionally, the preconsolidation pressure increase as the compression index decrease. Thus, this research can improve soil compressibility to support load and decrease the settlement problem that occurs on construction over soft soil. 2022-01-14T02:45:38Z 2022-01-14T02:45:38Z 2021-08 Article International Journal of Nanoelectronics and Materials, vol.14(Special Issue), 2021, pages 113-122 1985-5761 (Printed) 1997-4434 (Online) http://dspace.unimap.edu.my:80/xmlui/handle/123456789/73374 http://ijneam.unimap.edu.my en Universiti Malaysia Perlis (UniMAP)
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Soft clay
Stabilisation
Consolidation test
Atterberg limit
TX-85(Liquid) and SH-85(powder)
spellingShingle Soft clay
Stabilisation
Consolidation test
Atterberg limit
TX-85(Liquid) and SH-85(powder)
Ahmad Hakimi, Mat Nor
Saiful Azhar, Ahmad Tajudin
Faizal, Pakir
Ali Abdul-Wahoud Mahmood
Muhd Amirul Hafiz, Idris
Masiri, Kaamin
Mohd Erwan, Sanik
Salman, Salim
Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer
description Link to publisher's homepage at http://ijneam.unimap.edu.my
author2 ahakimi@uthm.edu.my
author_facet ahakimi@uthm.edu.my
Ahmad Hakimi, Mat Nor
Saiful Azhar, Ahmad Tajudin
Faizal, Pakir
Ali Abdul-Wahoud Mahmood
Muhd Amirul Hafiz, Idris
Masiri, Kaamin
Mohd Erwan, Sanik
Salman, Salim
format Article
author Ahmad Hakimi, Mat Nor
Saiful Azhar, Ahmad Tajudin
Faizal, Pakir
Ali Abdul-Wahoud Mahmood
Muhd Amirul Hafiz, Idris
Masiri, Kaamin
Mohd Erwan, Sanik
Salman, Salim
author_sort Ahmad Hakimi, Mat Nor
title Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer
title_short Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer
title_full Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer
title_fullStr Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer
title_full_unstemmed Compressibility behaviour of Batu Pahat Soft Clay Treated by combination between Tx-85 with Sh-85 probase stabilizer
title_sort compressibility behaviour of batu pahat soft clay treated by combination between tx-85 with sh-85 probase stabilizer
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2022
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/73374
_version_ 1724610037150646272
score 13.211869

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