Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber

Mohammed Tasiu Ibrahim; Kolawole Juwonlo Osinubi; Saeed Yusuf Umar; Abimiku Joshua; Ahmad Hussaini Jagaba; Usman Bala Soja

doi:10.1007/978-3-031-26580-8_28

Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber

Mohammed Tasiu Ibrahim
, Kolawole Juwonlo Osinubi
, Saeed Yusuf Umar
, Abimiku Joshua
, Ahmad Hussaini Jagaba^*
, Usman Bala Soja

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

5 Scopus citations

Abstract

Non-lateritic soils are commonly used for construction purposes. However, due to the variability of the properties of the soil, it does not meet the design requirement. In this study, non-lateritic soil sample was taken from a borrow pit in Dungulbi, Bauchi State Nigeria. The materials were characterized and then stabilized with scrap tyre crumb rubber (STCR) in concentration of 1, 2, 3, 4, and 5% by dry weight of the soil for various sizes of scrap tyre crumbs rubber (STCR) in the range (i.e. 0.212, 2.36, 3.35, and 4.75 mm). The test conducted on the non-lateritic soil-STCR includes compaction using three energies level and durability. The results obtained indicate a general decrease in both optimum moisture content (OMC) and maximum dry density (MDD) as the STCR contents increases. For all the three different compaction energy levels used, the durability decreased with increase in the STCR content. The BSL compactive efforts resulted in higher durability values than the samples compacted using BSH and WAS compactive efforts. The highest durability obtained with the BSL compaction effort could be attributed to decrease in compressibility which is believed to be caused by lower compaction energy and less orientation of adjacent particles during compaction.

Original language	English
Title of host publication	Sustainability Challenges and Delivering Practical Engineering Solutions - Resources, Materials, Energy, and Buildings
Editors	Gasim Hayder Salih, Rashid A. Saeed
Publisher	Springer Nature
Pages	185-193
Number of pages	9
ISBN (Print)	9783031265792
DOIs	https://doi.org/10.1007/978-3-031-26580-8_28
State	Published - 2023
Externally published	Yes
Event	International Conference on Science Engineering Technology and Sustainability, SETS 2021 - Virtual, online Duration: 23 Dec 2021 → 25 Dec 2021

Publication series

Name	Advances in Science, Technology and Innovation
ISSN (Print)	2522-8714
ISSN (Electronic)	2522-8722

Conference

Conference	International Conference on Science Engineering Technology and Sustainability, SETS 2021
City	Virtual, online
Period	23/12/21 → 25/12/21

Bibliographical note

Publisher Copyright:
© 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.

Keywords

Durability test
Non-lateritic soil
Optimum moisture content
Scrap tyre crumb rubber
Soil stabilization

ASJC Scopus subject areas

Architecture
Environmental Chemistry
Renewable Energy, Sustainability and the Environment

Access to Document

10.1007/978-3-031-26580-8_28

Cite this

Ibrahim, M. T., Osinubi, K. J., Umar, S. Y., Joshua, A., Jagaba, A. H., & Soja, U. B. (2023). Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber. In G. H. Salih, & R. A. Saeed (Eds.), Sustainability Challenges and Delivering Practical Engineering Solutions - Resources, Materials, Energy, and Buildings (pp. 185-193). (Advances in Science, Technology and Innovation). Springer Nature. https://doi.org/10.1007/978-3-031-26580-8_28

Ibrahim, Mohammed Tasiu ; Osinubi, Kolawole Juwonlo ; Umar, Saeed Yusuf et al. / Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber. Sustainability Challenges and Delivering Practical Engineering Solutions - Resources, Materials, Energy, and Buildings. editor / Gasim Hayder Salih ; Rashid A. Saeed. Springer Nature, 2023. pp. 185-193 (Advances in Science, Technology and Innovation).

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title = "Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber",

abstract = "Non-lateritic soils are commonly used for construction purposes. However, due to the variability of the properties of the soil, it does not meet the design requirement. In this study, non-lateritic soil sample was taken from a borrow pit in Dungulbi, Bauchi State Nigeria. The materials were characterized and then stabilized with scrap tyre crumb rubber (STCR) in concentration of 1, 2, 3, 4, and 5\% by dry weight of the soil for various sizes of scrap tyre crumbs rubber (STCR) in the range (i.e. 0.212, 2.36, 3.35, and 4.75 mm). The test conducted on the non-lateritic soil-STCR includes compaction using three energies level and durability. The results obtained indicate a general decrease in both optimum moisture content (OMC) and maximum dry density (MDD) as the STCR contents increases. For all the three different compaction energy levels used, the durability decreased with increase in the STCR content. The BSL compactive efforts resulted in higher durability values than the samples compacted using BSH and WAS compactive efforts. The highest durability obtained with the BSL compaction effort could be attributed to decrease in compressibility which is believed to be caused by lower compaction energy and less orientation of adjacent particles during compaction.",

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Ibrahim, MT, Osinubi, KJ, Umar, SY, Joshua, A, Jagaba, AH & Soja, UB 2023, Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber. in GH Salih & RA Saeed (eds), Sustainability Challenges and Delivering Practical Engineering Solutions - Resources, Materials, Energy, and Buildings. Advances in Science, Technology and Innovation, Springer Nature, pp. 185-193, International Conference on Science Engineering Technology and Sustainability, SETS 2021, Virtual, online, 23/12/21. https://doi.org/10.1007/978-3-031-26580-8_28

Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber. / Ibrahim, Mohammed Tasiu; Osinubi, Kolawole Juwonlo; Umar, Saeed Yusuf et al.
Sustainability Challenges and Delivering Practical Engineering Solutions - Resources, Materials, Energy, and Buildings. ed. / Gasim Hayder Salih; Rashid A. Saeed. Springer Nature, 2023. p. 185-193 (Advances in Science, Technology and Innovation).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

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AU - Ibrahim, Mohammed Tasiu

AU - Osinubi, Kolawole Juwonlo

AU - Umar, Saeed Yusuf

AU - Joshua, Abimiku

AU - Jagaba, Ahmad Hussaini

AU - Soja, Usman Bala

PY - 2023

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N2 - Non-lateritic soils are commonly used for construction purposes. However, due to the variability of the properties of the soil, it does not meet the design requirement. In this study, non-lateritic soil sample was taken from a borrow pit in Dungulbi, Bauchi State Nigeria. The materials were characterized and then stabilized with scrap tyre crumb rubber (STCR) in concentration of 1, 2, 3, 4, and 5% by dry weight of the soil for various sizes of scrap tyre crumbs rubber (STCR) in the range (i.e. 0.212, 2.36, 3.35, and 4.75 mm). The test conducted on the non-lateritic soil-STCR includes compaction using three energies level and durability. The results obtained indicate a general decrease in both optimum moisture content (OMC) and maximum dry density (MDD) as the STCR contents increases. For all the three different compaction energy levels used, the durability decreased with increase in the STCR content. The BSL compactive efforts resulted in higher durability values than the samples compacted using BSH and WAS compactive efforts. The highest durability obtained with the BSL compaction effort could be attributed to decrease in compressibility which is believed to be caused by lower compaction energy and less orientation of adjacent particles during compaction.

AB - Non-lateritic soils are commonly used for construction purposes. However, due to the variability of the properties of the soil, it does not meet the design requirement. In this study, non-lateritic soil sample was taken from a borrow pit in Dungulbi, Bauchi State Nigeria. The materials were characterized and then stabilized with scrap tyre crumb rubber (STCR) in concentration of 1, 2, 3, 4, and 5% by dry weight of the soil for various sizes of scrap tyre crumbs rubber (STCR) in the range (i.e. 0.212, 2.36, 3.35, and 4.75 mm). The test conducted on the non-lateritic soil-STCR includes compaction using three energies level and durability. The results obtained indicate a general decrease in both optimum moisture content (OMC) and maximum dry density (MDD) as the STCR contents increases. For all the three different compaction energy levels used, the durability decreased with increase in the STCR content. The BSL compactive efforts resulted in higher durability values than the samples compacted using BSH and WAS compactive efforts. The highest durability obtained with the BSL compaction effort could be attributed to decrease in compressibility which is believed to be caused by lower compaction energy and less orientation of adjacent particles during compaction.

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KW - Optimum moisture content

KW - Scrap tyre crumb rubber

KW - Soil stabilization

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Ibrahim MT, Osinubi KJ, Umar SY, Joshua A, Jagaba AH, Soja UB. Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber. In Salih GH, Saeed RA, editors, Sustainability Challenges and Delivering Practical Engineering Solutions - Resources, Materials, Energy, and Buildings. Springer Nature. 2023. p. 185-193. (Advances in Science, Technology and Innovation). doi: 10.1007/978-3-031-26580-8_28

Stabilization of Lateritic Soil with Scrap Tyre Crumb Rubber

Abstract

Publication series

Conference

Bibliographical note

Keywords

ASJC Scopus subject areas

Access to Document

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Cite this