Skip to main content

Advertisement

Log in

The Mechanical and Microstructural Properties of Artificially Frozen Sawdust–Ice Mixture (Pykrete) and Its Usability as a Retaining Structure

  • Research paper
  • Published:
International Journal of Civil Engineering Aims and scope Submit manuscript

Abstract

The application of soil bracing systems through the artificial ground freezing (AGF) method is developing in the field of geotechnical engineering. Retaining structures cannot be stabilized if the strength of the material used at the construction stage is not sufficient. For this reason, this study aims to investigate the usability of an innovative composite material named pykrete, which contains sustainable sawdust obtained with natural pinewood after a recycling process. The mechanical properties are inferred from different types of pine sawdust (fine, medium and coarse) with various densities (dense, medium dense and loose) at two freezing temperatures (− 20 and − 10 °C) as an advanced temporary retaining structure against lateral earth pressure. Unconfined compression tests (UCC) are applied on 60 types of pykrete samples after a freezing application in a CDF/CIF freezing–thawing machine. In addition, the micro-textural structures of the samples were examined by a light microscope in terms of freezing and thawing performance. The strain ratio’s mean values of the samples increased from 3.10 and 4.81 to 4.95% at − 20 °C, and from 5.45 and 6.04 to 6.65% at − 10 °C, according to the fine, medium and coarse sawdust types, respectively. The innovative pykrete material with a fine pinewood sawdust type and a density of 18% by weight can be used as a high-strength composite material with 4.83 MPa compressive strength within retaining structures in civil engineering applications, according to the experimental results.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  1. Luo H, Ning XA, Liang X, Feng Y, Liu J (2013) Effects of sawdust-CPAM on textile dyeing sludge dewaterability and flter cake properties. Bioresour Technol 139:330–336. https://doi.org/10.1016/j.biortech.2013.04.035

    Article  Google Scholar 

  2. Melo RR, Rocha MJ, Rodolfo F Jr, Stangerlin DM (2016) Influence of diameter class on lumber yielding of Qualea sp. Brazilian J For Res 36(1):393–398. https://doi.org/10.4336/2016.pfb.36.88.1151

    Article  Google Scholar 

  3. Melo RR, Dacroce JMF, Rodolfo F Jr, Lisboa GS, França LCJ (2019) Lumber yield of four native forest species of the Amazon Region. Floresta Ambiente 26(1):01–07. https://doi.org/10.1590/2179-8087.031116

    Article  Google Scholar 

  4. Lima DC, Melo RR, Santana RRC, Botan E, Santana RMC, Stangerlin DM (2018) Wood plastic composites manufactured with sawmill waste and discarded polypropylene packaging. Nativa 8(1):79–84. https://doi.org/10.31413/nativa.v6i1.4432

    Article  Google Scholar 

  5. Perutz M (1948) A description of the iceberg aircraft carrier and the bearing of the mechanical properties of frozen wood pulp upon some problems of glacier flow. J Glaciol 1(3):95–104. https://doi.org/10.3189/S0022143000007796

    Article  Google Scholar 

  6. Vasiliev NK, Pronk ADC (2015) Ice composites as construction materials in projects of ice structures. In: The 23rd international conference on port and ocean engineering under arctic condition, Trondheim, Norway, 2015.

  7. Aksenov VI, Gevorkyan SG, Iospa AV (2019) Temperature dependence of stress–strain properties of freshwater ice. Soil Mech Found Eng 56:366–370. https://doi.org/10.1007/s11204-019-09616-4

    Article  Google Scholar 

  8. Evirgen B, Tuncan M (2019) A physical soil freezing model for laboratory applications. Cold Reg Sci Technol 159:29–39. https://doi.org/10.1016/j.coldregions.2018.12.005

    Article  Google Scholar 

  9. Evirgen B (2021) Comparison of individual and sequential copper piping systems in an experimental artificial ground freezing model. Arab J Geosci 14(11):1–12. https://doi.org/10.1007/s12517-021-07305-x

    Article  MathSciNet  Google Scholar 

  10. Pronk ADC, de Boer MBG, van de Hoef J et al (2020) Structural design and validation of a pykrete tower through form finding. In: IASS annual symposium and surrey 7th inspiring the next generation, Guildford, 2020

  11. Putra RF (2020) Physical and mechanical characterization of pykrete with various material composition and it's possible application. Master Dissertation, Institut Teknologi Sepuluh Nopember, Surabaya

  12. Firdaus PR, Sulistijono AH (2020) Study of pykrete viability as protective insulation in cold storage application. AIP Conf Proc 2296(1):020082. https://doi.org/10.1063/5.0032995

    Article  Google Scholar 

  13. Clarke BG (2017) Engineering of glacial deposits. CRC Press. https://doi.org/10.1201/9781315149356

    Article  Google Scholar 

  14. Evirgen B (2017) Evaluation of bearing capacity and sliding potential with new generation applications in scope of geotechnical engineering. Doctoral Dissertation, Anadolu University

  15. Jessberger HL (1980) Theory and application of ground freezing in civil engineering. Cold Reg Sci Technol 3(1):3–27. https://doi.org/10.1016/0165-232X(80)90003-8

    Article  Google Scholar 

  16. Liu Y, Hu J, Xiao HW, Chen EJ (2017) Effects of material and drilling uncertainties on artificial ground freezing of cement-admixed soils. Can Geotech J 54(12):1659–1671. https://doi.org/10.1139/cgj-2016-0707

    Article  Google Scholar 

  17. Wang T, Liu Y, Zhou G, Wang D (2021) Effect of uncertain hydrothermal properties and freezing temperature on the thermal process of frozen soil around a single freezing pipe. Int Commun Heat Mass Transf 124:105267. https://doi.org/10.1016/j.icheatmasstransfer.2021.105267

    Article  Google Scholar 

  18. Li J, Tang Y, Feng W (2020) Creep behavior of soft clay subjected to artificial freeze-thaw from multiple-scale perspectives. Acta Geotech 15:2849–2864. https://doi.org/10.1007/s11440-020-00980-2

    Article  Google Scholar 

  19. Zhou MM, Meschke G (2018) A multiscale homogenization model for strength predictions of fully and partially frozen soils. Acta Geotech 13:175–193. https://doi.org/10.1007/s11440-017-0538-0

    Article  Google Scholar 

  20. ASTM C136-06, 2006 (2006) Standard test method for sieve analysis of fine and coarse aggregates. ASTM, West Conshohocken

    Google Scholar 

  21. Roy R, Mukhopadhyay A (2021) Tribological studies of 3D printed ABS and PLA parts. Mater Today Proc 41:856–862. https://doi.org/10.1016/j.matpr.2020.09.235

    Article  Google Scholar 

  22. Sood R, Pradhan SK (2020) Design and development of a low-cost open-source 3D printer and its single response optimization using polylactic acid (PLA) material. Mater Today Proc 27:2981–2991. https://doi.org/10.1016/j.matpr.2020.04.905

    Article  Google Scholar 

  23. Kong B, He S, Xia T, Ding Z (2021) Research on microstructure of soft clay under various artificial ground freezing conditions based on NMR. Appl Sci 11(4):1810. https://doi.org/10.3390/app11041810

    Article  Google Scholar 

  24. Evirgen B, Onur MI, Tuncan M, Tuncan A (2015) Determination of the freezing effect on unconfined compression strength and permeability of saturated granular soils. J Geomate 8:1283–1287. https://doi.org/10.21660/2015.16.4369

    Article  Google Scholar 

  25. Lan GQ, Wang YH, Chao SS (2018) Influences of specimen geometry and loading rate on compressive strength of unstabilized compacted earth block. Adv Mater Sci. https://doi.org/10.1155/2018/5034256

    Article  Google Scholar 

  26. ASTM D5520-94, 2006 (2006) Standard test method for laboratory determination of creep properties of frozen soil samples by uniaxial compression. ASTM, Philadelphia

    Google Scholar 

  27. Liu Y, Li KQ, Li DQ, Tang XS, Gu SX (2022) Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity. Acta Geotech 17(1):257–274. https://doi.org/10.1007/s11440-021-01221-w

    Article  Google Scholar 

Download references

Acknowledgements

This work was supported by [Eskisehir Technical University Commission of Scientific Research Projects] Grant Number [20ADP201]

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Burak Evirgen.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Hani, M., Evirgen, B. The Mechanical and Microstructural Properties of Artificially Frozen Sawdust–Ice Mixture (Pykrete) and Its Usability as a Retaining Structure. Int J Civ Eng 21, 119–134 (2023). https://doi.org/10.1007/s40999-022-00751-y

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40999-022-00751-y

Keywords

Navigation