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2015 | OriginalPaper | Chapter

An Evaluation of Shrinkage Measurement on Undisturbed Peat Soil Using Modified Techniques

Authors : Nursyahidah Binti Saedon, Adnan Bin Zainorabidin, Ismail Bin Bakar

Published in: InCIEC 2014

Publisher: Springer Singapore

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Abstract

Peat soils occur in many countries and naturally formed by the decomposition of plant matter. It will give rise to an extreme of challenging ground conditions and peat soils also are known as a very problematic soft soil. For peat soil condition, shrinkage effect is one of the factors that can affect the strength and moisture content of soils. The aim of the study is to evaluate the shrinkage measurement of peat soils with modified techniques to compare with the British Standard method. Peat samples were collected from Parit Nipah (PPN) and Pontian (PP). Linear shrinkage of undisturbed peat soil is observed every hour until there are no volume changes. Linear measurement for modified method that using undisturbed sample is extremely different and higher than British standard method which is using reconstituted soil sample that had been sieve passing 425 μm. Sieve process will disrupt the composition of actual peat soil because it will remove any decomposed plants. The shrinkage measurements during the drying process influenced the volume of peat soils as the volume decreases when the soil is shrunk.

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Literature
1.
go back to reference S. Deboucha, R. Hashim, A. Alwi, Engineering properties of stabilized tropical peat soil. EJGE 13, Bund. E, (2008) S. Deboucha, R. Hashim, A. Alwi, Engineering properties of stabilized tropical peat soil. EJGE 13, Bund. E, (2008)
2.
go back to reference A. Zainorabidin, I. Bakar, Engineering Properties of In-Situ and Modified Hemic Peat Soil in Western Johor, ed. by Huat et al. in Proceedings of 2nd International Conference on Advances in Soft Soil Engineering and Technology (2003), pp. 173–182 A. Zainorabidin, I. Bakar, Engineering Properties of In-Situ and Modified Hemic Peat Soil in Western Johor, ed. by Huat et al. in Proceedings of 2nd International Conference on Advances in Soft Soil Engineering and Technology (2003), pp. 173–182
3.
go back to reference M.I. Dorota, W. Emilia, Testing shrinkage factors: comparison of methods and correlation with index properties of soils, Bull. Eng. Geol. Environ. 72, 15–24 (2013) M.I. Dorota, W. Emilia, Testing shrinkage factors: comparison of methods and correlation with index properties of soils, Bull. Eng. Geol. Environ. 72, 15–24 (2013)
4.
go back to reference McGraw-Hill Science and Technology Dictionary, Shrinkage Limit (2003) McGraw-Hill Science and Technology Dictionary, Shrinkage Limit (2003)
5.
go back to reference P.B. Heidema, The Bar-shrinkage Test and the Practical Importance of Bar-linear Shrinkage as an Identifier of Soils. in Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, vol. 1 (1957), pp. 44–48 P.B. Heidema, The Bar-shrinkage Test and the Practical Importance of Bar-linear Shrinkage as an Identifier of Soils. in Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, vol. 1 (1957), pp. 44–48
6.
go back to reference BS 1377:1990, Method of Testing Soils for Civil Engineering Purposes. British Standard Institute, London BS 1377:1990, Method of Testing Soils for Civil Engineering Purposes. British Standard Institute, London
7.
go back to reference W.B. Haines, The volume-changes associated with variations of water content in soil. J. Agric. Sci. 13(3), 296–310 (1923)CrossRef W.B. Haines, The volume-changes associated with variations of water content in soil. J. Agric. Sci. 13(3), 296–310 (1923)CrossRef
8.
go back to reference G. Stirk, Some aspects of soil shrinkage and the effect of cracking upon water entry into the soil. Aust. J. Agric. Res. 5(2), 279–296 (1954)CrossRef G. Stirk, Some aspects of soil shrinkage and the effect of cracking upon water entry into the soil. Aust. J. Agric. Res. 5(2), 279–296 (1954)CrossRef
9.
go back to reference A.B. Cerato, J. Lutenegger, Shrinkage of Clays. in Proceedings of the 4th International Conference on Unsaturated Soils, ASCE, vol. 1 (2006), pp. 1097–1108 A.B. Cerato, J. Lutenegger, Shrinkage of Clays. in Proceedings of the 4th International Conference on Unsaturated Soils, ASCE, vol. 1 (2006), pp. 1097–1108
10.
go back to reference Waikato Peat Management Council, For peat’s sake: good management practises for Waikato peat farmers, 2006 Waikato Peat Management Council, For peat’s sake: good management practises for Waikato peat farmers, 2006
11.
go back to reference A.O. Landva, P.E. Pheeney, D.E. Mersereau, Undisturbed sampling of peat. Test. Peat Org. Soils, ASTM STP 820, 141–156 (1983)CrossRef A.O. Landva, P.E. Pheeney, D.E. Mersereau, Undisturbed sampling of peat. Test. Peat Org. Soils, ASTM STP 820, 141–156 (1983)CrossRef
12.
go back to reference S.F. Hillis, C.O. Brawner, The Compressibility of Peat with Reference to Major Highway Construction in British Columbia. in Proceedings 7th Muskeg Research Conference (1961) pp. 204–227 S.F. Hillis, C.O. Brawner, The Compressibility of Peat with Reference to Major Highway Construction in British Columbia. in Proceedings 7th Muskeg Research Conference (1961) pp. 204–227
13.
go back to reference A. Zainorabidin, Static and dynamic characteristics of peat with macro and micro structure perspective, PhD thesis, University of East London, 2010 A. Zainorabidin, Static and dynamic characteristics of peat with macro and micro structure perspective, PhD thesis, University of East London, 2010
14.
go back to reference C.R.I. Clayton, A. Siddique, Tube Sampling Disturbance-forgotten Truths and New Respective. in Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, vol. 149, Issue 3 (2001), pp. 195–200 C.R.I. Clayton, A. Siddique, Tube Sampling Disturbance-forgotten Truths and New Respective. in Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, vol. 149, Issue 3 (2001), pp. 195–200
15.
go back to reference A. Siddique, S.M. Farooq, C.R.I. Clayton, Disturbances due to tube sampling in coastal soils. J. Geotech. Eng. 2000(126), 568–575 (2000)CrossRef A. Siddique, S.M. Farooq, C.R.I. Clayton, Disturbances due to tube sampling in coastal soils. J. Geotech. Eng. 2000(126), 568–575 (2000)CrossRef
16.
go back to reference M.M. Rahman, A. Siddique, Effects of sampling disturbance and its minimization in reconstituted over-consolidated Dhaka clays. Dhaka Univ. Eng. Tech. J. 1(1), 18–26 (2010)MATH M.M. Rahman, A. Siddique, Effects of sampling disturbance and its minimization in reconstituted over-consolidated Dhaka clays. Dhaka Univ. Eng. Tech. J. 1(1), 18–26 (2010)MATH
17.
go back to reference N.M. Seth, The shrinkage behaviour of peat soil in Parit Nipah and Pontian (Final Year Project Faculty of Civil and Environmental Engineering, UTHM, Batu Pahat, 2013) N.M. Seth, The shrinkage behaviour of peat soil in Parit Nipah and Pontian (Final Year Project Faculty of Civil and Environmental Engineering, UTHM, Batu Pahat, 2013)
18.
go back to reference R. Hashim, S. Islam, Engineering properties of peat soils in Peninsular. Malaysia, J. Appl. Sci. 8, 4215–4219 (2008)CrossRef R. Hashim, S. Islam, Engineering properties of peat soils in Peninsular. Malaysia, J. Appl. Sci. 8, 4215–4219 (2008)CrossRef
Metadata
Title
An Evaluation of Shrinkage Measurement on Undisturbed Peat Soil Using Modified Techniques
Authors
Nursyahidah Binti Saedon
Adnan Bin Zainorabidin
Ismail Bin Bakar
Copyright Year
2015
Publisher
Springer Singapore
DOI
https://doi.org/10.1007/978-981-287-290-6_47