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Measuring the Hydraulic Conductivity of Peats and Organic Clays with Various Characteristics

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Abstract

This paper discusses the hydraulic conductivity (k) of peat and organic clay as measured by laboratory and in-situ tests. The k of various peat soils and organic clay soils in Hokkaido, Japan, was investigated by the following tests: in-situ hydraulic conductivity test using a borehole, electric cone penetration test, oedometer test, and laboratory hydraulic conductivity test. The k of peat and organic clay dramatically decreases during consolidation. The index of change in k, which indicates consolidation-related changes in k, increases linearly with the increase in the in-situ void ratio and the ignition loss. The k of peat measured by oedometer test was found to range from approximately 1/20 to 1/180 of that measured by in-situ hydraulic conductivity test, which is considered to provide the macroscopic k of peat ground. Since large plant remnants must be removed for the oedometer testing of peat, the laboratory k obtained from this test underestimates the macroscopic k of the peat layer. The ratio of laboratory k to in-situ k can be simply expressed as a function of the ignition loss. Based on the results of a dissipation test of pore water pressure that used the electric cone penetration test, an equation for estimating the in-situ k of peat ground is presented. Using the above-mentioned experimental correlations, a suitable procedure for determining the permeability parameters of peat ground in practical applications is proposed.

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References

  • Baligh M, Levadoux J (1986) Consolidation after undrained piezocone penetration, II: interpretation. J Geotech Eng ASCE 112(7):727–745

    Article  Google Scholar 

  • Hanrahan ET (1954) An investigation of some physical properties of peat. Geotechnique 4(3):108–123

    Article  Google Scholar 

  • Hayashi H , Mitachi T, Nishimoto S (2011) Permeability parameters for FE analysis of peat ground. In: Proceedings of 14th Asian regional conference on SMGE (CD-R)

  • Hayashi H, Nishikawa J, Odajima H, Mitachi T, Fukuda F (1994) Deformation analysis of peat ground with cam clay model. In: Proceedings of the international symposium on pre-failure deformation characteristics of geomaterials, Sapporo, vol 1, pp 575–581

  • Hayashi H, Mitachi T, Nishimoto S (2008) Evaluation on permeability of peat using in-situ permeability test and oedometer test. J Geotech Eng JSCE 64(3):495–504 (in Japanese)

    Google Scholar 

  • Hayashi H, Yamanashi T (2015) Estimation of hydraulic conductivity in peat and organic clay deposits. In: Proceedings of 16th European conference on soil mechanics and geotechnical engineering, Edinburgh, pp 2401–2406

  • Huat BBK, Prasad A, Asadi A, Kazemian S (2014) Geotechnics of organic soils and peat. CRC Press, Boca Raton, pp 97–120

    Book  Google Scholar 

  • Hvorslev MJ (1951) Time lag and soil permeability in ground water observations. Waterways Experiment Station, Corps of Engineers, U.S. Army. No. 36

  • Japanese Geotechnical Society (JGS) (2015) Japanese Geotechnical Society standards for geotechnical and geoenvironmental investigation methods, vol 1, JGS 1221

  • Japanese Geotechnical Society (JGS) (2016) Japanese Geotechnical Society standards for geotechnical and geoenvironmental investigation methods, vol 2, JGS 1435

  • Japanese Geotechnical Society (JGS) (2018) Japanese Geotechnical Society standards for geotechnical and geoenvironmental investigation methods, vol 3, JGS 1314

  • Japanese Industrial Standard (JIS) (2009) Test method for one-dimensional consolidation properties of soils using incremental loading (in Japanese)

  • Kogure K, Ohira Y, Yamaguchi H (1988) Permeability anisotropy of fibrous peat in a permeameter. In: Proceedings of 5th Australia and New Zealand conference on geomechanics, pp 150–154

  • Kogure K (1995) Geoengineering of highly organic soils. Toyo-shoten Co., Ltd., Tokyo, pp 56–68 (in Japanese)

    Google Scholar 

  • Landva AO, Pheeney PE (1980) Peat fabric and structure. Can Geotech J 17(3):416–435

    Article  Google Scholar 

  • Lea N, Brawner CO (1963) Highway design and construction over peat deposits in the lower mainland region of British Colombia. Highw Res Rec No 7:1–32

    Google Scholar 

  • Leroueil S, Lerat P, Hight DW, Powell JJM (1992) Hydraulic conductivity of a recent estuarine silty clay at Bothkennar. Geotechnique 42(2):275–288

    Article  Google Scholar 

  • Mesri G, Stark TD, Ajlouni MA, Chen CS (1997) Secondary compression of peat with or without surcharging. J Geotech Eng ASCE 123(5):411–421

    Article  Google Scholar 

  • Mesri G, Ajlouni M (2007) Engineering properties of fibrous peats. J Geotech Geoenviron Eng ASCE 133(7):850–866

    Article  Google Scholar 

  • Noto S (1991) Peat engineering handbook. CERI, Sapporo, pp 102–110

    Google Scholar 

  • Ohira Y (1971) Peat—engineering properties, investigation and design—. Sekohgizyutsu 4(6):146–148 (in Japanese)

    Google Scholar 

  • Oikawa H (1989) A method for predicting e-log p curve and log cv-log p curve of a soft soil from its natural water content. J Geotech Eng JSCE 412:43–49 (in Japanese)

    Google Scholar 

  • Osaki M, Tsuji N (2016) Tropical peatland ecosystems. Springer, Berlin

    Book  Google Scholar 

  • Robertson P, Sully J, Woeller D, Lunne T, Powell J, Gillespie D (1992) Estimating coefficient of consolidation from piezocone tests. Can Geotech J 29:539–550

    Article  Google Scholar 

  • Tanaka H, Hayashi H, Yamazoe N (2019) Reconsideration of the settlement behavior of peat from view point of hydraulic conductivity. Soils Found 59(2):316–325

    Article  Google Scholar 

  • Tanaka H, Sakakibara M, Goto K, Suzuki K, Fukazawa T (1992) Properties of Japanese normally consolidated marine clays obtained from static piezocone penetration test. Rep Port Harb Res Inst 31(4):62–92 (in Japanese)

    Google Scholar 

  • Tavenas F, Jean P, Leblond P, Leroueil S (1983) The permeability of natural soft clays. Part II: permeability characteristics. Can Geotech J 20(3):645–660

    Article  Google Scholar 

  • Yamaguchi H, Matsuo K, Ohira Y, Kogure K (1986) Geotechnical properties of peats and peaty grounds. J Geotech Eng JSCE 370:271–280 (in Japanese)

    Google Scholar 

  • Yamazoe N, Mitachi T (2007) Finite deformation elasto-plastic FE analysis on the peat ground under vacuum surcharge preloading. J Geotech Eng JSCE 63(4):1113–1131 (in Japanese)

    Google Scholar 

  • Yamazoe N, Tanaka H, Hayashi H, Mitachi T (2011) Settlement-time behavior of peat ground and applicability of conventional predicting methods. Jpn Geotech J JGS 6(3):395–414 (in Japanese)

    Google Scholar 

Download references

Acknowledgements

The authors wish to express deep gratitude to Emeritus Prof. Hiroyuki Tanaka of Hokkaido University and Associate Prof. Nobutaka Yamazoe of the National Institute of Technology, Akita College, for their valuable advice.

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Correspondence to Hirochika Hayashi.

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Hayashi, H., Hatakeyama, O. Measuring the Hydraulic Conductivity of Peats and Organic Clays with Various Characteristics. Geotech Geol Eng 39, 517–531 (2021). https://doi.org/10.1007/s10706-020-01510-3

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