Technical Papers
Sep 7, 2023

Stress–Strain Responses of Calcium Fly Ash

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 11

Abstract

The paper aimed to present the stress–strain and yielding response of dry and wet molded calcium fly ash in connection with the deformation characteristics at small strains for different stress paths and stress states. Moreover, these responses were compared with the characteristics of reference soils: quartz sand and kaolin. The physical properties of fly ash and natural soils were presented, then tests of K0 and isotropically consolidated drained triaxial extension and compression stress paths were performed on all three types of soils to investigate the elastic and yielding response of soils. The results of laboratory tests confirmed that the fly ash had higher shear and bulk modulus values than reference soils and brittle damage of fly ash occurred at lower strains, independently of the sample forming and consolidation method. In addition, there were visible differences in the shape and size of Y1Y4, the yielding surfaces of the tested soils. The Y4 zone was not identified in all paths in each of the soil samples. The fly ash samples exhibit stiffness anisotropy. It was also proved that the method of preparation for the fly ash samples had an impact on the stiffness of this material, which was shown based on triaxial tests and scanning electron microscope (SEM) micrographs.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work carried out at the Building Research Institute and the Bialystok University of Technology in Poland was supported by the Polish financial resources for science.

References

ASTM. 2016. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254. West Conshohocken, PA: ASTM.
ASTM. 2019. Specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM C618. West Conshohocken, PA: ASTM.
Atkinson, J. H. 2000. “Non-linear soil stiffness in routine design.” Géotechnique 50 (5): 487–508. https://doi.org/10.1680/geot.2000.50.5.487.
Atkinson, J. H., and G. Sallfors. 1991. “Experimental determination of stress-strain-time characteristics in laboratory and in situ tests. General report.” In Vol. 3 of Proc. 10th ECSMFE, 915–956. London: International Society for Soil Mechanics and Geotechnical Engineering.
Bachus, R. C., et al.2019. “Characterization and engineering properties of dry and ponded class-F fly ash.” J. Geotech. Geoenviron. Eng. 145 (3): 04019003. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001986.
Barden, L., H. Ismail, and P. Tong. 1969. “Plane strain deformation of granular material at low and high pressures.” Géotechnique 19 (4): 441–452. https://doi.org/10.1680/geot.1969.19.4.441.
Bellotti, R., M. Jamiolkowski, D. C. F. LoPresti, and D. A. O’Neill. 1996. “Anisotropy of small strain stiffness in Ticino sand.” Géotechnique 46 (1): 115–131. https://doi.org/10.1680/geot.1996.46.1.115.
Brosse, A., R. Hosseini Kamal, R. J. Jardine, and M. R. Coop. 2017. “The shear stiffness characteristics of four Eocene-to-Jurassic UK stiff clays.” Géotechnique 67 (3): 242–259. https://doi.org/10.1680/jgeot.15.P.236.
Burland, J. B. 1989. “Ninth Laurits Bjerrum memorial lecture: ‘Small is beautiful’—The stiffness of soils at small strains.” Can. Geotech. J. 26 (4): 499–516. https://doi.org/10.1139/t89-064.
Burland, J. B., and V. N. Georgiannou. 1991. Small strain stiffness under generalized stress changes. In Vol. 1 of Proc. 10th ECSMFE, 41−44. London: International Society for Soil Mechanics and Geotechnical Engineering.
Chattaraj, R., and A. Sengupta. 2017. “Dynamic properties of fly ash.” J. Mater. Civ. Eng. 29 (1): 1–9. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001712.
Cho, W., and R. J. Finno. 2010. “Stress-strain responses of block samples of compressible Chicago glacial clays.” J. Geotech. Geoenviron. Eng. 136 (1): 178–188. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000186.
Cui, Y. J., and P. Delage. 1996. “Yielding and plastic behaviour of an unsaturated compacted silt.” Géotechnique 46 (2): 291–311. https://doi.org/10.1680/geot.1996.46.2.291.
Dafalias, Y. F., and E. P. Popov. 1975. “A model of nonlinearly hardening materials for complex loading.” Acta Mech. 21 (3): 173–192. https://doi.org/10.1007/BF01181053.
Dafalias, Y. F., and E. P. Popov. 1976. “Plastic internal variables formalism of cyclic plasticity.” J. Appl. Mech. 645–651. https://doi.org/10.1115/1.3423948(1976)43(4).
Das, S. K., and Yudhbir. 2006. “Geotechnical properties of low calcium and high calcium fly ash.” Geotech. Geol. Eng. 24 (2): 249–263. https://doi.org/10.1007/s10706-004-5722-y.
Dìaz-Rodrìguez, J. A., S. Leroueil, and J. D. Alemàn. 1992. “Yielding of Mexico City clay and other natural clays.” J. Geotech. Eng. 118 (7): 981–995. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:7(981).
Dyvik, R., and C. Madshus. 1985. Laboratory measurements of Gmax using bender elements. No. 161. 186–196. Oslo, Norway: Norwegian Geotechnical Institute.
Finno, R. J., and T. Kim. 2012. “Effects of stress path rotation angle on small strain responses.” J. Geotech. Geoenviron. Eng. 138 (4): 526–534. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000612.
Gasparre, A., S. Nishimura, N. A. Minh, M. R. Coop, and R. J. Jardine. 2007. “The stiffness of natural London clay.” Géotechnique 57 (1): 33–47. https://doi.org/10.1680/geot.2007.57.1.33.
Graham, J., and G. Houlsby. 1983. “Anisotropic elasticity of a natural clay.” Géotechnique 33 (2): 165–180. https://doi.org/10.1680/geot.1983.33.2.165.
Hardin, B. O., and V. P. Drnevich. 1972. “Shear modulus and damping in soils: Measurement and parameter effects (Terzaghi lecture).” J. Soil Mech. Found. Div. 98 (6): 603–624. https://doi.org/10.1061/JSFEAQ.0001756.
Ishihara, K., and S. Okada. 1978. “Yielding of overconsolidated sand and liquefaction model under cyclic stresses.” Soils Found. 18 (1): 57–72. https://doi.org/10.3208/sandf1972.18.57.
Jamiolkowski, M., R. Lancellotta, D. C. F. Lo Presti, and O. Pallara. 1994. “Stiffness of Toyoura sand at small and intermediate strain.” In Vol. 1 of Proc., 13th ICSMFE, 169–172. London: International Society for Soil Mechanics and Geotechnical Engineering.
Jardine, R. J. 1992. “Some observations on the kinematic nature of soil stiffness.” Soils Found. 32 (2): 111–124. https://doi.org/10.3208/sandf1972.32.2_111.
Jardine, R. J. 1995. “One perspective of the pre-failure deformation characteristics of some geomaterials.” In Vol. 2 of Proc. Int. Symp. on Pre-Failure Deformation of Geomaterials, 855–885. Hokkaido, Japan: Japanese Society of Soil Mechanics and Foundation Engineering.
Jardine, R. J. 2014. “Advanced laboratory testing in research and practice: The 2nd Bishop lecture.” Geotech. Res. 1 (1): 2–31. https://doi.org/10.1680/geores.14.00003.
Jardine, R. J., D. M. Potts, A. B. Fourie, and J. B. Burland. 1986. “Studies of the influence of non-linear stress–strain characteristics in soil–structure interaction.” Géotechnique 36 (3): 377–396. https://doi.org/10.1680/geot.1986.36.3.377.
Kang, X., L. Ge, and W.-C. Liao. 2016. “Cement hydration–based micromechanics modeling of the time-dependent small-strain stiffness of fly ash–stabilized soils.” Int. J. Geomech. 16 (3): 04015071. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000552.
Kim, B., M. Prezzi, and R. Salgado. 2005. “Geotechnical properties of fly and bottom ash mixtures for use in highway embankments.” J. Geotech. Geoenviron. Eng. 131 (7): 914–924. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(914).
Kuwano, R. 1999. The stiffness and yielding anisotropy of sand.” Ph.D. thesis, Faculty of Engineering, Univ. of London.
Kuwano, R., and R. J. Jardine. 2002. “On the applicability of cross-anisotropic elasticity to granular materials at very small strains.” Géotechnique 52 (10): 727–749. https://doi.org/10.1680/geot.2002.52.10.727.
Kuwano, R., and R. J. Jardine. 2007. “A triaxial investigation of kinematic yielding in sand.” Géotechnique 57 (7): 563–579. https://doi.org/10.1680/geot.2007.57.7.563.
Lipiński, M. J. 2013. Criteria for determining geotechnical parameters. [In Polish.] Warsaw, Poland: Warsaw Univ. of Life Sciences.
Lo Presti, D. C. F., O. Pallara, A. Cavallaro, and M. Jamiolkowski. 1999. “Influence of reconsolidation techniques and strain rate of the stiffness of undistributed clays from triaxial test.” Geotech. Test. J. 22 (3): 211–225. https://doi.org/10.1520/GTJ11112J.
Mehta, P. K. 1983. “Mechanism of sulfate attack on portland cement concrete—Another look.” Cem. Concr. Res. 13 (3): 401–406. https://doi.org/10.1016/0008-8846(83)90040-6.
Mróz, Z. 1967. “On the description of anisotropic workhardening.” J. Mech. Phys. Solids 15 (3): 163–175. https://doi.org/10.1016/0022-5096(67)90030-0.
Mróz, Z., V. A. Norris, and O. C. Zienkiewicz. 1979. “Application of an anisotropic hardening model in the analysis of elasto–plastic deformation of soils.” Géotechnique 29 (1): 1–34. https://doi.org/10.1680/geot.1979.29.1.1.
Poorooshasb, H. B., I. Holubec, and A. N. Sherbourne. 1966. “Yielding and flow of sand in triaxial compression: Part I.” Can. Geotech. J. 3 (4): 179–190. https://doi.org/10.1139/t66-023.
Prévost, J. H. 1977. “Mathematical modelling of monotonic and cyclic undrained clay behaviour.” Int. J. Numer. Anal. Methods Geomech. 1 (2): 195–216. https://doi.org/10.1002/nag.1610010206.
Prévost, J. H. 1978. “Anisotropic undrained stress-strain behavior of clays.” J. Geotech. Eng. Div. 104 (8): 1075–1090. https://doi.org/10.1061/AJGEB6.0000679.
Roscoe, K. H., and J. B. Burland. 1968. “On the generalized stress-strain behaviour of ‘wet’ clay.” In Engineering plasticity, edited by J. Heyman and F. Lecki, 535–609. Cambridge, UK: Cambridge University Press.
Shanz, T., P. A. Vermeer, and P. G. Bonnier. 1999. “The hardening soil model: Formulation and verification.” In Beyond 2000 in computational geotechnics: Ten years of PLAXIS international, edited by R. B. J. Brinkgreve, 281–296. Rotterdam, Netherlands: A.A. Balkema.
Simpson, B. 1992. “Retaining structures: Displacement and design.” Géotechnique 42 (4): 541–576. https://doi.org/10.1680/geot.1992.42.4.541.
Simpson, B., N. J. O’Riordan, and D. D. Croft. 1979. “A computer model for the analysis of ground movements in London clay.” Géotechnique 29 (2): 149–175. https://doi.org/10.1680/geot.1979.29.2.149.
Smith, P. R., R. J. Jardine, and D. W. Hight. 1992. “The yielding of Bothkennar clay.” Géotechnique 42 (2): 257–274. https://doi.org/10.1680/geot.1992.42.2.257.
Świdziński, W. 2006. Compaction-liquefaction mechanisms of granular soils. [In Polish.] Gdansk, Poland: Institute of Hydro-Engineering of Polish Academy of Sciences.
Tatsuoka, F., M. Ishihara, H. DiBenedetto, and R. Kuwano. 2002. “Time-dependent shear deformation characteristics of geomaterials and their simulation.” Soils Found. 42 (2): 103–129. https://doi.org/10.3208/sandf.42.2_103.
Tatsuoka, F., R. J. Jardine, D. L. Presti, H. D. Benedetto, and T. Kodaka. 1999. “Characterising the pre-failure deformation properties of geomaterials, Theme Lecture.” In Vol. 4 of Proc., 14th ICSMFE, 2129–2164. London: International Society for Soil Mechanics and Geotechnical Engineering.
Tishmack, J., J. Olek, and S. Diamond. 1999. “Characterization of high-calcium fly ashes and their potential influence on ettringite formation in cementitious systems.” Cem. Concr. Aggregates 21 (1): 82–92. https://doi.org/10.1520/CCA10512J.
Trivedi, A., and V. K. Sud. 2004. “Collapse behavior of coal ash.” J. Geotech. Geoenviron. Eng. 130 (4): 403–415. https://doi.org/10.1061/(ASCE)1090-0241(2004).
Trivedi, A., and V. K. Sud. 2007. “Settlement of compacted ash fills.” Geotech. Geol. Eng. 25 (2): 163–176. https://doi.org/10.1007/s10706-006-9101-8.
Wheeler, S. J. 1997. “A rotational hardening elasto-plastic model for clays in module elasto-plastique and consolidation rotative pour argiles.” In Vol. 1 of Proc., 14th Int. Conf. on Soil Mechanics and Foundation Engineering, 431–434. Rotterdam, Netherlands: A.A. Balkema.
Whittle, A. J., and M. J. Kavvadas. 1994. “Formulation of MIT-E3 constitutive model for overconsolidated clays.” J. Geotech. Eng. 120 (1): 173–198. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:1(173).
Witowski, M. 2018. “Local displacement transducer with miniature position encoder.” Geotech. Test. J. 41 (6): 1147–1154. https://doi.org/10.1520/GTJ20170016.
Witowski, M. 2019. “Local measurements of axial and radial strains using magnetic encoders in triaxial apparatus.” In Proc., 7th Int. Symp. on Deformation Characteristics of Geomaterials, 92. Glasgow, UK: EDP Sciences.
Witowski, M. 2020. Small strains stiffness assessment of selected soils.” [In Polish.] Ph.D. thesis, Building Research Institute.
Yasufuku, N., H. Murata, and H. Masayuki. 1991. “Yield characteristics of anisotropically consolidated sand under low and high stresses.” Soils Found. 31 (1): 95–109. https://doi.org/10.3208/sandf1972.31.95.
Zabielska-Adamska, K. 2006. “Shear strength parameters of compacted fly ash–HDPE geomembrane interfaces.” Geotext. Geomembranes 24 (2): 91–102. https://doi.org/10.1016/j.geotexmem.2005.11.006.
Zabielska-Adamska, K. 2018. “One-dimensional compression and swelling of compacted fly ash.” Geotech. Res. 5 (2): 96–105. https://doi.org/10.1680/jgere.17.00017.
Zabielska-Adamska, K. 2020. “Characteristics of compacted fly ash as a transitional soil.” Mater. 13 (6): 1387. https://doi.org/10.3390/ma13061387.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 11November 2023

History

Received: Apr 1, 2021
Accepted: May 30, 2023
Published online: Sep 7, 2023
Published in print: Nov 1, 2023
Discussion open until: Feb 7, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Assistant Researcher, Dept. of Building Structures and Geotechnics, Building Research Institute, Warsaw 00-611, Poland (corresponding author). ORCID: https://orcid.org/0000-0001-6178-3852. Email: [email protected]
Katarzyna Zabielska-Adamska [email protected]
Professor, Dept. of Geotechnics and Structural Mechanics, Bialystok Univ. of Technology, Bialystok 15-351, Poland. Email: [email protected]
Stanisław Łukasik [email protected]
Assistant Professor, Dept. of Building Structures and Geotechnics, Building Research Institute, Warsaw 00-611, Poland. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share