Abstract
Curing temperature has been reported to have significant effect on the early and long-term strength development of cementitious systems such as concrete, mortar, cement-stabilised granular soil, and cement-stabilised clay. For cement-stabilised clays, elevated curing temperature is reported to enhance both early and long-term strength, which is different from that of concrete, mortar, and cemented granular soil. Presently, long-term physio-chemical studies were limited in the literature to fully explain this behaviour. At the same time, sand impurities in clay, which are commonly encountered in the field, have not been considered thoroughly in previous studies. Discussion on methodologies to evaluate temperature sensitivity and its consequence on strength development of cement-stabilised soil is limited. This paper aims to address these knowledge gaps by conducting unconfined compressive and physio-chemical tests on Portland blast furnace cement (CEM III/C) and ordinary Portland cement (CEM I)-stabilised kaolin clay with and without sand impurities cured at different temperatures (cement classification is based on BS EN 197-1 (BSI 2011). It is found that the distinct temperature effects on long-term strength behaviour are mainly attributed to both increased strength-enhancing materials in the cement-soil system and the presence of fine-grained clay particles. A generic method of evaluating temperature sensitivity on cementitious systems with a novel approach to incorporate temperature effect on strength development of cement-stabilised clayey soil is proposed and validated with data obtained from published literature on similar materials.
Similar content being viewed by others
Availability of data and material
Available.
References
ASTM (2017) Standard practice for estimating concrete strength by the maturity method. ASTM C 1074, West Conshohocken
Aziz MAE, Aleem SAE, Heikal M (2012) Physico-chemical and mechanical characteristics of pozzolanic cement pastes and mortars hydrated at different curing temperatures. Constr Build Mater 26(1):310–316. https://doi.org/10.1016/j.conbuildmat.2011.06.026
Baghdadi ZA (1982) Accelerated strength testing of soil-cement. Dissertation, the University of Arizona
Barnett SJ, Soutsos MN, Millard SG, Bungey JH (2006) Strength development of mortars containing ground granulated blast-furnace slag: effect of curing temperature and determination of apparent activation energies. Cem Concr Res 36(3):434–440. https://doi.org/10.1016/j.cemconres.2005.11.002
Bergado DT, Anderson LR, Miura N, Balasubramaniam AS (1996) Soft ground improvement in lowlands and other environment. American Society of Civil Engineers, New York
Bergold ST, Goetz-Neunhoeffer F, Neubauer J (2013) Quantitative analysis of C-S–H in hydrating alite pastes by in-situ XRD. Cem Concr Res 53:119–126. https://doi.org/10.1016/j.cemconres.2013.06.001
Bi J, Chian SC (2020) Modelling of three-phase strength development of ordinary Portland cement-and Portland blast-furnace cement-stabilised clay. Géotechnique 70(1):80–89. https://doi.org/10.1680/jgeot.18.P.087
BSI (1990) BS 1377: Part 7: Methods of Test for Soils for Civil Engineering Purposes – Shear Strength Tests. BSI, Milton Keynes
BSI (2011) BS EN 197–1: Composition, specifications and conformity criteria for common cements. BSI, London
Carino NJ (1984) The maturity method: theory and application. Cement, Concrete and Aggregates 6(2):61–73. https://doi.org/10.1520/CCA10358J
Carino NJ, Lew HS (2001) The maturity method: from theory to application. Structures Congress and Exposition 1–19
Chew SH, Kamruzzaman AHM, Lee FH (2004) Physico-chemical and engineering behavior of cement-treated clays. Journal of Geotechnical and Geoenvironmental Engineering 130(7):696–706. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(696)
Chian SC, Chim YQ, Wong JW (2017) Influence of sand impurities in cement-treated clays. Géotechnique 67(1):31–41. https://doi.org/10.1680/jgeot.15.P.179
Chitambira B (2004) Accelerated ageing of cement stabilised/solidified contaminated soils with elevated temperatures. Dissertation, University of Cambridge
Chiu CF, Zhu W, Zhang CL (2009) Yielding and shear behaviour of cement-treated dredged materials. Eng Geol 103:1–12. https://doi.org/10.1016/j.enggeo.2008.07.007
Clare KE, Pollard AE (1954) The effect of curing temperature on the compressive strength of soil-cement mixtures. Géotechnique 4(3):97–106. https://doi.org/10.1680/geot.1954.4.3.97
D’Aloia L, Chanvillard G (2002) Determining the ‘apparent’ activation energy of concrete; Ea—numerical simulations of the heat of hydration of cement. Cem Concr Res 32(8):1277–1289. https://doi.org/10.1016/S0008-8846(02)00791-3
Dermatas D, Dutko P, Balorda-Barone J, Moon DH (2003) Evaluation of engineering properties of cement treated Hudson River dredged sediments for reuse as fill material. J Mar Environ Eng 7(2):101–124
Du YJ, Jiang NJ, Liu SY, Jin F, Singh DN, Puppala AJ (2014) Engineering properties and microstructural characteristics of cement-stabilized zinc-contaminated kaolin. Can Geotech J 51(3):289–302. https://doi.org/10.1139/cgj-2013-0177
Escalante-García JI, Sharp JH (1998a) Effect of temperature on the hydration of the main clinker phases in Portland cements: Part I, neat cements. Cem Concr Res 28(9):1245–1257. https://doi.org/10.1016/S0008-8846(98)00115-X
Escalante-García JI, Sharp JH (1998b) Effect of temperature on the hydration of the main clinker phases in Portland cements: part II, blended cements. Cem Concr Res 28(9):1259–1274. https://doi.org/10.1016/S0008-8846(98)00107-0
Escalante-García JI, Sharp JH (2001) The microstructure and mechanical properties of blended cements hydrated at various temperatures. Cem Concr Res 31(5):695–702. https://doi.org/10.1016/S0008-8846(01)00471-9
Escalante-García JI, Gomez LY, Johal KK, Mendoza G, Mancha H, Mendez J (2001) Reactivity of blast-furnace slag in Portland cement blends hydrated under different conditions. Cem Concr Res 31(10):1403–1409. https://doi.org/10.1016/S0008-8846(01)00587-7
Ezziane K, Bougara A, Kadri A, Khelafi H, Kadri E (2007) Compressive strength of mortar containing natural pozzolan under various curing temperature. Cement Concr Compos 29(8):587–593. https://doi.org/10.1016/j.cemconcomp.2007.03.002
Grangeon S, Claret F, Linard Y, Chiaberge C (2013) X-ray diffraction: a powerful tool to probe and understand the structure of nanocrystalline calcium silicate hydrates. Acta Crystallographica Section b: Structural Science, Crystal Engineering and Materials 69(5):465–473. https://doi.org/10.1107/S2052519213021155
Hansen FP, Pedersen EJ (1977) Maturity computer for controlled curing and hardening of concrete. Nordisk Betong 1:21–25
Herzog A, Mitchell JK (1963) Reactions accompanying stabilization of clay with cement. High Research Record 36:146–171
Hinrichs W, Odler I (1989) Investigation of the hydration of Portland blastfurnace slag cement: hydration kinetics. Adv Cem Res 2(5):9–13. https://doi.org/10.1680/adcr.1989.2.5.9
Horpibulsuk S, Rachan R, Chinkulkijniwat A, Raksachon Y, Suddeepong A (2010) Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Constr Build Mater 24(10):2011–2021. https://doi.org/10.1016/j.conbuildmat.2010.03.011
Japanese Geotechnical Society (2000) Practice for making and curing stabilized soil specimens without compaction. JGS T 0821–2000, Tokyo (in Japanese)
Jonasson JE, Groth P, Hedlund H (1994) Modelling of temperature and moisture field in concrete to study early age movements as a basis for stress analysis. In: Proceedings of International Symposium Thermal Cracking in Concrete at Early Ages. E & FN Spon, London, pp 45–54
Kada-Benameur H, Wirquin E, Duthoit B (2000) Determination of apparent activation energy of concrete by isothermal calorimetry. Cem Concr Res 30(2):301–305. https://doi.org/10.1016/S0008-8846(99)00250-1
Kawasaki T, Niina A, Saitoh S, Suzuki Y, Honjo Y (1981) Deep mixing method using cement hardening agent. In: Proceedings of the 10th International Conference on Soil mechanics and Foundation Engineering 3:721–724
Kawasaki T (1984) Deep mixing method using cement slurry as hardening agent. In: Proceedings of Seminar on Soil Improvement and Construction Techniques in Soft Ground Singapore 17–38
Kjellsen KO, Detwiler RJ (1992) Reaction kinetics of Portland cement mortars hydrated at different temperatures. Cem Concr Res 22(1):112–120. https://doi.org/10.1016/0008-8846(92)90141-H
Knudsen T (1980) On particle size distribution in cement hydration. In: Proceedings of 7th International Congress on the Chemistry of Cement 2:170–175
Lu YT (2014) Early strength development of cement mixed Singapore marine clay. Dissertation, National University of Singapore
Ma W, Sample D, Martin R, Brown P (1994) Calorimetric study of cement blends containing fly ash, silica fume, and slag at elevated temperatures. Cement, Concrete and Aggregates 16(2):93–99. https://doi.org/10.1520/CCA10285J
Marzano IP, Al-Tabbaa A, Grisolia M (2008) Influence of curing temperature on the strength of cement-stabilised artificial clays. Geotechnics of Soft Soils: Focus on Ground Improvement. CRC Press, Taylor and Francis Group, London, pp 257–262
Meteorological Service Singapore (2017) Annual climate assessment 2017, Singapore. http://www.weather.gov.sg/wp-content/uploads/2019/01/Annual-Climate-Assessment-Report-2017.pdf. Accessed 17 Feb 2021
Mindess S, Young JF, Darwin D (2003) Concrete, 2nd edn. Prentice Hall, Englewood Cliffs, NJ
Neville AM (1996) Properties of concrete. Prentice Hall, Englewood Cliffs, NJ
Noble DF, Plaster RW (1970) Reactions in Portland cement-clay mixtures. Technical report, Virginia Highway Research Council
Ogirigbo OR, Black L (2016) Influence of slag composition and temperature on the hydration and microstructure of slag blended cements. Constr Build Mater 126:496–507. https://doi.org/10.1016/j.conbuildmat.2016.09.057
Pinto RCA, Hover KC (1999) Application of maturity approach to setting times. ACI Mater J 96(6):686–691
Poole JL, Riding KA, Folliard KJ, Juenger MCG, Schindler AK (2007) Methods for calculating activation energy for Portland cement. ACI Mater J 104(1):303–311
Porbaha A, Hanzawa H, Shima M (1999) Technology of air-transported stabilized dredged fill. Part 1: pilot study. Proceedings of the Institution of Civil Engineers-Ground Improvement 3(2), 49–58. https://doi.org/10.1680/gi.1999.030201
Porbaha A, Shibuya S, Kishida T (2000) State of the art in deep mixing technology. part iii: Geomaterial characterization. Proceedings of the Institution of Civil Engineers - Ground Improvement 4(3):91–110. https://doi.org/10.1680/grim.2000.4.3.91
Price WH (1951) Factors influencing concrete strength. ACI Journal Proceedings 47(2):417–432
Richardson IG, Groves GW (1992) Microstructure and microanalysis of hardened cement pastes involving ground granulated blast-furnace slag. J Mater Sci 27:6204–6212. https://doi.org/10.1007/BF01133772
Richardson IG (2004) Tobermorite/jennite-and tobermorite/calcium hydroxide-based models for the structure of CSH: applicability to hardened pastes of tricalcium silicate, β-dicalcium silicate, Portland cement, and blends of Portland cement with blast-furnace slag, metakaolin, or silica fume. Cem Concr Res 34(9):1733–1777. https://doi.org/10.1016/j.cemconres.2004.05.034
Richardson IG (2008) The calcium silicate hydrates. Cem Concr Res 38(2):137–158. https://doi.org/10.1016/j.cemconres.2007.11.005
Roy DM, Idorn GM (1982) Hydration, structure, and properties of blast furnace slag cements, mortars, and concrete. ACI Journal Proceedings 79(6):444–457
Sakamoto A (1998) Cement and soft mud mixing technique using compressed air-mixture pipeline: efficient solidification at a disposal site. Terra Et Aqua 73:11–22
Santoso AM, Phoon KK, Tan TS (2013) Estimating strength of stabilized dredged fill using multivariate normal model. Journal of Geotechnical and Geoenvironmental Engineering 139(11):1944–1953. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000910
Schindler AK, Folliard KJ (2003) Influence of supplementary cementing materials on the heat of hydration of concrete. In: Proceedings of the 9th Conference on Advances in Cement and Concrete, Colorado
Schindler AK (2004) Effect of temperature on hydration of cementitious materials. ACI Mater J 101(1):72–81
Scrivener K, Snellings R, Lothenbach B (eds) (2018) A practical guide to microstructural analysis of cementitious materials. CRC Press, Taylor and Francis Group, Boca Raton
Yun JM, Song YS, Lee JH, Kim TH (2006) Strength characteristics of the cement-stabilized surface layer in dredged and reclaimed marine clay. Korea Marine Georesources and Geotechnology 24(1):29–45. https://doi.org/10.1080/10641190600559499
Zhang RJ, Lu YT, Tan TS, Phoon KK, Santoso AM (2014) Long-term effect of curing temperature on the strength behavior of cement-stabilized clay. Journal of Geotechnical and Geoenvironmental Engineering 140(8):04014045. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001144
Acknowledgements
The authors would like to acknowledge the financial support from the Academic Research Fund (AcRF) Tier 1 provided by the Ministry of Education of Singapore. The authors would also like to thank Mr. Chen Yuandong and Ms. Toh Shao Xuan for their assistance in experiment preparation and data collection.
Funding
Financial support is provided by the Academic Research Fund (AcRF) Tier 1 provided by the Ministry of Education of Singapore.
Author information
Authors and Affiliations
Corresponding author
Electronic supplementary material
Below is the link to the electronic supplementary material.
Appendix
Appendix
-
Changing mechanism assumption
\({t}_{r}\) and \({t}_{T}\) are the curing time required to reach a certain degree of reaction, \(D\) under temperature \({T}_{r}\) and \(T\).
-
Single mechanism assumption
\({t}_{r}\) and \({t}_{T}\) are the curing time required to reach a certain maturity, \(M\) under temperature \({T}_{r}\) and \(T\).
By taking logarithmic of both sides, the following relationship can be derived:
Subtract \({\mu }_{r}\) to both sides and divide by \(\sqrt{2}{\sigma }_{r}\):
According to maturity theory, the same degree of reaction is achieved as the same maturity:
Both sides are the cumulative distribution function of lognormal distribution and are thus monotonically increasing. The following relationships can be obtained:
For Eq. (24) and (26) to be true, the following criteria are derived:
The above derivation can be validated by taking ratio of rate of reaction. Since \(k\) is independent of \(D\), a constant ratio \(\mathrm{c}\) is derived for \(D\in [\mathrm{0,1}]\):
At the same degree of reaction, Eqs. (25) and (26) can be used to obtain the relationship between \({t}_{r}\) and \({t}_{T}\):
Substitute corresponding \(\frac{dD}{dt}\) into Eq. (28):
Substitute Eq. (29) in Eq. (30):
Eq. (31) is true when Eq. (27) is met.
Thus, the apparent activation energy \({E}_{a}^{^{\prime}}\) is \(R\) times of the gradient of the linear relationship between the difference of reciprocal of temperature and \(\mu\) difference:
Rights and permissions
About this article
Cite this article
Bi, J., Chian, S.C. Modelling strength development of cement-stabilised clay and clay with sand impurity cured under varying temperatures. Bull Eng Geol Environ 80, 6275–6302 (2021). https://doi.org/10.1007/s10064-021-02281-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10064-021-02281-8