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A Review to Develop new Correlations for Geotechnical Properties of Organic Soils

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Abstract

Organic soils are considered one of the most problematic soils due to their high compressibility and low shear strength at small strains. Characterizing organic soils based on their simple index properties is useful for the preliminary design stages of construction projects. There are three main index properties used for assessing organic soils properties, namely: the water content, the organic content, and the fiber content. Organic soils are distinguished by their relatively high water content. The organic content includes the carbonaceous and combustible components. Whereas the fiber content accounts for the presence of fibers in organic soils based on their botanical composition and the degree of decomposition. The data available in literature regarding organic soils parameters (index, compressibility and shear strength) were collected and analyzed in this study to obtain new correlations between the different organic soil parameters, and the simple index parameters (water content and organic content). The available correlations found in the literature depend on relating a certain parameter with either the organic content or water content. However, the organic content and the water content are related. Hence, the proposed correlations presented in this study aim to connect the particular soil parameter with both the water content and the organic content, using the same equation. Unfortunately, there is not much data in the literature about the soil texture or fiber content, and their relation with other parameters. Hence, all the proposed correlations in this study are not considering the fibre content or the soil fabric.

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References

  • Abdel Kader HI (2010) Compressibility Characteristics of Organic Soils in Egypt. MSc Thesis Department of Public Works, Cairo University

  • Adams J (1965) The engineering behavior of a Canadian muskeg. In: 6th International Conference of Soil Mechanics and Foundations Engineering. Montreal 3–7

  • Adon R, Bakar I, Wijeyesekera DC, Zainorabidin A (2012) Overview of the sustainable uses of peat soil in Malaysia with some relevant geotechnical assessments. Int J Integr Eng, Spec Issue ICONCEES 4(3):38–46

    Google Scholar 

  • Ajlouni, MA (2000) Geotechnical Properties of Peat and Related Engineering Problems. PhD Thesis Department of Civil Engineering, University of Illinois

  • Al Adili A (2013) Assessing and Evaluating the Effect of Organic Matters on Clayey and Silty Soil Stiffness. Eng Technol J 31(19):103–119

    Google Scholar 

  • Al-Raziqi AA, Huat BBK, Munzir HA (2003) Potential usage of hyperbolic method for prediction of organic soil settlement. In: 2nd International Conference on Advances in Soft Soil Engineering and Technology. Putrajaya, 439–45

  • Amaryan LS, Sorokina GV, Ostoumova LV (1973) Consolidation laws and mechanical-structural properties of peat soils. In: 8th International Conference on Soil Mechanics and Foundation Engineering. Moscow, pp 1–6

  • Anderjko MJ, Fiene F, Cohen, AD (1983) Comparison of ashing techniques for determination of the inorganic content of peats, in: Jarrett P. (Ed.), Testing of Peats and Organic Soils, STP820-EB, ASTM International, West Conshohocken, 5–20. https://doi.org/10.1520/STP37331S

  • Arman A (1969) A definition of organic soils (an engineering identification). Engineering Research Bulletin No. 101, Louisiana State University, Division of Engineering Research, for Louisiana Department of Highways

  • ASTM (American Society for Testing and Materials) (2013) Standard test method for laboratory determination of the fiber content of peat samples by dry mass. ASTM D1997–13 West Conshohocken: PA

  • ASTM (American Society for Testing and Materials) (2014a) Standard practice for estimating the degree of humification of peat and other organic soils (visual/manual method). ASTM D5715–14, West Conshohocken, PA

  • ASTM (American Society for Testing and Materials) (2014b) Standard test methods for moisture, ash, and organic matter of peat and other organic soils. ASTM D2974–14, West Conshohocken, PA

  • ASTM (American Society for Testing and Materials) (2014c) Standard test method for specific gravity of soil solids by gas pycnometer. ASTM D5550–14, West Conshohocken, PA

  • ASTM (American Society for Testing and Materials) (2014d) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854– 14, West Conshohocken: PA

  • ASTM (American Society for Testing and Materials) (2015) Standard test methods for bulk and dry density of peat and peat products. ASTM D4531–15, West Conshohocken: PA

  • ASTM (American Society for Testing and Materials) (2015) Standard test method for pH of peat materials. ASTM D2976–15, West Conshohocken: PA

  • ASTM (American Society for Testing and Materials) (2017a) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487–17, West Conshohocken: PA

  • ASTM (American Society for Testing and Materials) (2017b) “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318–17, West Conshohocken, PA

  • ASTM (American Society for Testing and Materials) (2017c) Standard test method for saturated density, moisture-holding capacity, and porosity of saturated peat materials. ASTM D2980–17, West Conshohocken, PA

  • ASTM (American Society for Testing and Materials) (2018) Standard classification of peat samples by laboratory testing. ASTM D4427–18, West Conshohocken: PA

  • Barden L (1969) Time dependent deformation of normally consolidated clays and peats. J Soil Mech Found Engrg Div, ASCE 95(SM I): 1–31

  • Bell FG (2000) Engineering Properties of Soils and Rocks. Blackwell Science Limited, London

    Google Scholar 

  • Berry PL (1983) Application of consolidation theory for peat to the design of a reclamation scheme by preloading. Q J Eng Geol 16:103–112. https://doi.org/10.1144/GSL.QJEG.1983.016.02.03

    Article  Google Scholar 

  • Berry PL, Vickers B (1975) Consolidation of Fibrous peat. J Geotech Engrg ASCE 101(8):741–753

    Article  Google Scholar 

  • Bezuijen A, Kruse GAM, Van MA (2005) Failure of peat dikes in the Netherlands. In: 16th International Conference on Soil Mechanics and Geotechnical Engineering. Osaka, 1857–1860

  • Boylan N, Jennings P, Long M (2008) Peat slope failure in Ireland. Q J Eng Geol 41(1):93–108. https://doi.org/10.1144/1470-9236/06-028

    Article  Google Scholar 

  • Boylan N, Long M, Mathijssen FAJM (2011) In situ strength characterisation of peat and organic soil using full flow penetrometers. Can Geotech J 48(7):1085–1099. https://doi.org/10.1139/t11-023

    Article  Google Scholar 

  • BSI (British Standard Institute) (1990) Methods of Test for Soils for Civil Engineering Purposes. BS 1377: 1990, Milton Keynes

  • Candler CJ, Chartres FRD (1988) Settlement and Analysis of Three Trial Embankments on Soft Peaty Ground. In: 2nd Baltic Conference on Soil Mechanics and Foundation Engineering. Tallinn, 268–272

  • Casagrande L (1966) Construction of embankments across peaty soils. J Boston Soc Civil Engineers, BSCE, 53(3), 272–317

  • Casagrande A, Fadum RE (1940) Notes on Soil Testing for Engineering Purposes. Publication 268, Graduate School of Engineering, Harvard University, Cambridge: MA

  • Cola S, Cortellazzo G (2005) The shear strength behavior of two peaty soils. Geotech Geol Eng 23:679–695. https://doi.org/10.1007/s10706-004-9223-9

    Article  Google Scholar 

  • Cook PM (1956) Consolidation characteristics of organic soils. In: 9th Canadian Soil Mechanics Conference, NRC, ACSSM Tech Memo 41: 82–87

  • Dehghanbanadaki A, Arefnia A, Keshtkarbanaeemoghadam A, Ahmad K, Motamedi S, Hashim R (2017) Evaluating the compression index of fibrous peat treated with different binders. Bull Eng Geol Environ 76(2):575–586. https://doi.org/10.1007/s10064-016-0890-6

    Article  Google Scholar 

  • Den Haan EJ (1997) An overview of the mechanical behaviour of peats and organic soils and some appropriate construction techniques. In: Recent Advances in Soft Soil Engineering Conference. Kuching 17–45

  • Den Haan EJ, El Amir LSF (1994) A Simple Formula for Final Settlement of Surface Loads on Peats. Advances in Understanding and Modelling the Mechanical Behavior of Peat, den Haan, Termaat & Edil (eds). Balkema: Rotterdam

  • Den Haan EJ, Feddema A (2013) Deformation and strength of embankments on soft Dutch soil. Proceedings of the Institution of Civil Engineers–Geotechnical Engineering, ICE Publishing, 166 (3): 239–252 https://doi.org/10.1680/geng.9.00086.

  • Dhowian AW, Edil TB (1980) Consolidation behavior of peats. Geotech Test J ASTM 3(3):105–114. https://doi.org/10.1520/GTJ10881J

    Article  Google Scholar 

  • Edil TB, Wang X (2000) Shear strength and Ko of peats and organic soils. Geotechnics of High Water Content Materials, ASTM STP 1374 (eds. T. B. Edil and P. J. Fox), American Society for Testing and Materials, West Conshohocken, PA, 209–25

  • Edil TB, Fox PJ, Lan LT (1991) End-of-primary consolidation of peat.In: 10th ECSMFE. Florence 1:65–68

    Google Scholar 

  • Edil TB, Fox PJ, Lan LT (1994) An assessment of one-dimensional peat compression. In: 13th International Conference on Soil Mechanics and Foundation Engineering. New Delhi 229–32

  • Farrell ER, O’Neill C, Morris A (1994) Changes in the mechanical properties of soils with variation in organic content. In: Conference on Advances in Understanding and Modelling the Mechanical Behaviour of Peat. Balkema 19–25

  • FHWA Joint Transportation Research Program. (2009) Classification of organic soils. Indiana department of transportation

  • Fox PJ (1992) An Analysis of One Dimensional Creep Behaviour of Peat. PhD Thesis, University of Wisconsin

  • Fox PJ (2003) Consolidation and Settlement Analysis. The Civil Engineering Handbook, 2nd Edition. Chen WF and Liew JYR. (eds) Washington: DC

  • Fox PJ, Edil TB (1994) Temperature-Induced One Dimensional Creep of Peat. In: International Workshop on Advances in Understanding and Modeling the Mechanical Behavior of Peat. Delft 27–34

  • Goodman LJ, Lee CN (1962) Laboratory and field data on engineering characteristics of some peat soils. In: 8th Muskeg Research Conference, NRC, ACSSM Tech. Memo. 74: 107–129

  • Govar N (2007) Long term compression behavior of fibrous peat. Malaysian J Civil Eng 19(2):14–26

    Google Scholar 

  • Hansbo S (1991) Full-scale Investigations of the Effect of Vertical Drains on the Consolidation of a Peat Deposit Overlying Clay. De Mello Volume, E. Blacher Ed., Sao Paolo-sp Brasil

  • Hobbs NB (1986) Mire Morphology and the Properties and Behaviour of Some British and Foreign Peats. Q J Eng Geol 19(1):7–80. https://doi.org/10.1144/GSL.QJEG.1986.019.01.02

    Article  Google Scholar 

  • Huang AB (1982) In-Situ Testing of Peat. Internal Report Ground Engineering, No. 105, Purdue University, west Lafayette, IN

  • Huat BK, Kazemian S, Prasad A, Barghchi M (2011) State of an art review of peat: general perspective. Int J Phys Sci 6(8):1988–1996

    Google Scholar 

  • Jackson M (1958) Soil chemical analysis. Prentice-Hall, Englewwod Cliffs, NJ

    Google Scholar 

  • Jorgenson MB (1987) Secondary settlement of 4 Danish road embankments on soft soils. In: 9th. European Conference Soil Mechanics and Foundation Engineering. Rotterdam 577–560

  • Kazemian S, Asadi A, Huat BBK (2009) Laboratory study on geotechnical properties of tropical peat soils. Int J Geotech Environ 1:69–79

    Google Scholar 

  • Kazemian S, Huat BBK, Moayedi H (2012) Undrained shear characteristics of tropical peat reinforced with cement stabilized soil column. Geotech Geol Eng J 30:753–759. https://doi.org/10.1007/s10706-012-9492-7

    Article  Google Scholar 

  • Kogure K (1999) Consolidation and Settlement of Peat under Loading. Problematic Soils, Yanagisawa, Moroto & Mitachi (eds). Balkema, Rotterdam

  • Kogure K, Ohira Y (1977) Statistical forecasting of compressibility of peaty ground. Can Geotech J 14:562–570. https://doi.org/10.1139/t77-057

    Article  Google Scholar 

  • Kogure K, Yamuguchi H, Shogaki T (1993) Physical and Pore Properties of Fibrous Peat Deposit. In: 11th Southeast Asian Geotechnical Conferences. Singapore, 135–19

  • Lan LT 1992 A Model for One Dimensional Compression of Peat. PhD. Thesis. University of Wisconsin: Madison Wisconsin

  • Landva AO (1980) Geotechnical Behavior and Testing of Peat. PhD Thesis, Universite Laval

  • Landva AO, La Rochelle P (1983). Compressibility and shear characteristics of Radforth peats. In: Jarrett P. (Ed.), Testing of Peat and Organic Soils, STP820-EB, ASTM International, West Conshohocken 157–191 https://doi.org/10.1520/STP37341S

  • Landva AO, Pheeney PE (1980) Peat fabric and structure. Can Geotech J 17(3):416–435. https://doi.org/10.1139/t80-048

    Article  Google Scholar 

  • Lea ND, Brawner CO (1963) Highway design and construction over peat deposits in the lower British Colombia. Highway Res Rec 7:1–32

    Google Scholar 

  • Lechowicz Z (1994) An evaluation of the increase in shear strength of organic soils. In: International Workshop on Advances in Understanding and Modeling the Mechanical Behavior of Peat. Delft, pp. 167–179

  • Lechowicz Z, Szymanski A, Baranski T (1996) Laboratory Investigation. Embankments on Organic Soils. J. Hartlen and J. Wolski (eds). Development in Geotechnical Engineering, Elsevier, 167–179

  • Lefebvre GK, Langlois P, Lupien C, Lavallée JG (1984) Laboratory Testing and in-situ Behavior of Peat as Embankment Foundation. Can Geotech J 21(2):101–108. https://doi.org/10.1139/t84-033

    Article  Google Scholar 

  • Lewis WA (1956) The settlement of the approach embankments to a new road bridge at Lockford. West Suffolk Geotechn 6(3):106–114

    Article  Google Scholar 

  • Long M (2005) Review of peat strength, peat characterization and constitutive modelling of peat with reference to landslides. Studia Geotechnica et Mechanica 27:67–90

    Google Scholar 

  • Long M, Boylan N (2015) Predictions of settlements in peat soils. Q J Eng Geol 46:303–322. https://doi.org/10.1144/qjegh2011-063

    Article  Google Scholar 

  • Long M, Jennings P (2006) Analysis of the peat slide at Pollatomish, County Mayo. Ireland Landslides 3(1):51–61. https://doi.org/10.1007/s10346-005-0006-z

    Article  Google Scholar 

  • Long M, Jennings P, Carroll R (2011) Irish peat slides 2006–2010. Landslides 8(3):391–401. https://doi.org/10.1007/s10346-011-0254-z

    Article  Google Scholar 

  • MacFarlane IC (1969) Muskeg engineering handbook. University of Toronto Press, Canada

    Book  Google Scholar 

  • MacFarlane IC, Aleen CM (1964) An examination of some index test procedures for peat; a progress report. Proc. 9th Muskeg Res. Conf., NRC, ACSSM Tech. Memo. 81,171-183

  • MacFarlane IC, Rutka A (1962) An evaluation of pavement performance over muskeg in northern Ontario. . Highway Res Board Res Bull Washington, DC 316:32–43

    Google Scholar 

  • McVay MC, Nugyen D (2004) Evaluation of Embankment Distress at Sander's Creek-SR20. Final Report, BC 354, RPWO# 17, Florida Department of Transportation

  • Mesri G, Ajlouni MA (2007) Engineering properties of fibrous peats. J Geotech Geoenviron ASCE 133(7):850–866. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:7(850)

    Article  Google Scholar 

  • Mesri G, Stark TD, Ajlouni MA, Chen CS (1997) Secondary compression with or without surcharging. J Geotech, Geoenviron Engrg, ASCE 123(5):411–421. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(411)

    Article  Google Scholar 

  • Miyakawa I (1959) Soil engineering research on peaty alluvia: reports 1 to 3. Civil Eng. Res. Inst., Hokkaido Development Bureau, Bull. No. 20, Sapporo, 88

  • Moore LH (1962) A correlation of the engineering characteristics of organic soils in New York State (preliminary). New York State Dept. Public Works, Bureau of Soil Mech., Tech. Report. 13 leaves

  • Nakayama M, Yamaguchi H, Kougra K (1990) Changes in pore size distribution of fibrous peat under various one-dimensional consolidation conditions. Memories Def Acad 30(1):1–27

    Google Scholar 

  • O’Kelly BC (2008) On the geotechnical design and use of peat bunds in the conservation of bogs. In: 1st International Conference on Geotechnical Engineering. Hammamet, pp, 259–267

  • O’Kelly BC (2009) Development of a large consolidometer apparatus for testing peat and other highly organic soils. SUO-Mires Peat 60:23–36

    Google Scholar 

  • O’Kelly BC (2014) Characterization and undrained strength of amorphous clay. ICE Proc, Geotech Eng 167(3):311–320. https://doi.org/10.1680/geng.11.00025

    Article  Google Scholar 

  • O’Kelly BC (2015) Effective stress strength testing of peat. Environ Geotech 2(1):33–44. https://doi.org/10.1680/envgeo.13.00112

    Article  Google Scholar 

  • O’Kelly BC (2016) Briefing: Atterberg limits and Peat. Environ Geotech 3(6):359–363. https://doi.org/10.1680/envgeo.15.00003

    Article  Google Scholar 

  • O’Kelly BC (2017) Measurement, interpretation and recommended use of laboratory strength properties of fibrous peat. Geotech Res 4(3):136–171. https://doi.org/10.1680/jgere.17.00006

    Article  Google Scholar 

  • O’Kelly BC, Pichan SP (2014) Effects of decomposition on the compressibility of fibrous peat — A review. Geomech Geoeng 8(4):286–296. https://doi.org/10.1080/17486025.2013.804210

    Article  Google Scholar 

  • O’Kelly BC, Sivakumar V (2014) Water content determinations for peat and other organic soils using the oven-drying method. Drying Technol 32(6):631–643. https://doi.org/10.1080/07373937.2013.849728

    Article  Google Scholar 

  • O’Kelly BC, Zhang L (2013) Consolidated-drained triaxial compression testing of peat. Geotech Test J 36(3):310–321. https://doi.org/10.1520/GTJ20120053

    Article  Google Scholar 

  • Olson RE (1984) Performance of an Embankment on Peat. International Conference on Case Histories in Geotechnical Engineering. 26

  • Oikawa H, Igarashi M (1997) A method for predicting e-log p curve and log cv-log p curve of a peat from its natural water content. In: Recent Advances in Soft Soil Engineering (eds) Huat and Bahia (pp 201–209). Kuching Sarawak

  • PRCI (2009) Guidelines for constructing natural gas and liquid hydrocarbon pipelines in areas subject to landslide and subsidence hazards. Technical Committee of Pipeline Research Council International Inc., Catalog No. L52292 (V)

  • Price JS, Cagampan J, Kellner E (2005) Assessment of peat compressibility: is there an easy way? Hydrol Process 19:3469–3475. https://doi.org/10.1002/hyp.6068

    Article  Google Scholar 

  • Robinson RG (2003) A study on the beginning of secondary compression of soils. J Test Eval 31(5):388–397. https://doi.org/10.1520/JTE12362J

    Article  Google Scholar 

  • Samson L, La Rochelle P (1972) Design and performance of an expressway constructed over peat by preloading. Can Geotech J 9:447–466. https://doi.org/10.1139/t72-044

    Article  Google Scholar 

  • Santagata M, Bobet A, Johnston CT, Hwang J (2008) One-dimensional compression behavior of a soil with high organic matter content. J Geotech Geoenviron Engrg. ASCE 134(1):1–13. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:1(1)

    Article  Google Scholar 

  • Skempton AW, Petley DJ (1970) Ignition loss and other properties of peats an clays from Avonmouth. King’s Lynn Cranberry Moss Geotech 20(4):343–356. https://doi.org/10.1680/geot.1970.20.4.343

    Article  Google Scholar 

  • Tarnocai C (2006) The effect of climate change on carbon in Canadian peatlands. Glob Planet Chang 53:222–232. https://doi.org/10.1016/j.gloplacha.2006.03.012

    Article  Google Scholar 

  • Tarnocai C, Kettles IM, Lacelle B (2005) Peatlands of Canada Database. Agriculture and Agri-Food Canada, Research Branch, Ottawa, ON (digital database)

    Google Scholar 

  • Taylor DW (1942) Research on consolidation clays. Department of Civil and Sanitation Engineering, Massachusetts Institute of Technology, Report 82

  • Terzaghi K, Peck R (1967) Soil Mechanics in Engineering Practice. Wiley, New York, USA

    Google Scholar 

  • Terzaghi K, Peck R, Mesri G (1996) Soil Mechanics in Engineering Practice. Wiley, New York

    Google Scholar 

  • Tessier G (1966) Deux exemples - types de construction de routes sur muskegs au Quebec. Proc. 11th Muskeg Res. Conf., NRC. ACGR Tech Memo 87:92–141

    Google Scholar 

  • Wolski W, Szymanski A, Mirecki J, Lechowicz Z, Larsson R, Hartlen J, Garbulewski K, Bergdahl U (1988). Behaviour of two test embankments on organic soils. Report No. 32. Swedish Geotechnical Institute, Linköeping

  • Wyld RC (1956). A Further Investigation of the Engineering Properties of Muskeg. MSc Thesis, Faculty of Engineering, University of Alberta

  • Xu J, Morris PJ, Liu J, Holden J (2018) PEATMAP: Refining estimates of global peatland distribution based on a meta-analysis. CATENA 160:134–140. https://doi.org/10.1016/j.catena.2017.09.010

    Article  Google Scholar 

  • Yamaguchi, H. Ohira, Y., Kogure, K., Mori, S., (1985) Undrained shear characteristics of normally consolidated peat under triaxial compression and extension conditions. Japanese Society of Soil Mech. and Found. Engr., 25 (3) 1–18. https://doi.org/10.3208/sandf1972.25.3_1

  • Yamaguchi H, Yamauchi K, Kawano K (1987) Simple shear properties of peat. In: 6th. International Symposium of Geotechnical Engineering of Soft Soils. Ciudad 163–170

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Acknowledgements

This work was supported by an NSERC CRD (Grant # 11R77115) to Drs. Dharma Wijewickreme and Sumi Siddiqua. The authors would like to thank TransCanada and ConeTec for providing funding, samples and/or in-kind support for this research.

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ElMouchi, A., Siddiqua, S., Wijewickreme, D. et al. A Review to Develop new Correlations for Geotechnical Properties of Organic Soils. Geotech Geol Eng 39, 3315–3336 (2021). https://doi.org/10.1007/s10706-021-01723-0

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