Abstract
It is very difficult to predict the compressive strength of grouted hardened cement paste in the fracture areas when grouting technology is used for seepage prevention and reinforcement. In this paper, according to the Powers model of hardened cement paste, combined with indoor and field test data analysis, this study found that: (1) Under the condition that grouting pressure is zero, strength of hardened cement paste decreases with the increase of grout water cement ratio (W/C). Based on Powers model, the relation between grout strength of hardened cement paste and the ratio of paste mixing water is established; (2) The strength of grouting hardened cement paste in cracks increases with the increase of grouting pressure. The mechanism is that with the increase of grouting pressure, the real W/C of cement paste decreases, the paste is denser, as a consequence, the strength of grouting hardened cement paste is higher. (3) The calculation model of compressive strength and grouting pressure of grout hardened cement paste is established, and the compressive strength of grout hardened cement paste can be predicted according to grouting pressure and type of cement. The research results can provide the basis for the prediction and design of the compressive strength of grouting cement paste.
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References
Chen X, Wu S, Zhou J (2013) Influence of porosity on compressive and tensile strength of cement mortar. Constr Build Mater 40:869–874
Chen Y, Gao M, Chen M (2001) Study on the properties of grouting materials under high pressure in the curtain grouting with hole-top enclosure of the Jiang Ya project. Chin J Rock Mech Eng 5:1809–1813 (in Chinese)
Guo Y (1995) Study on mechanical properties of cement grout and its stone. In: Rock and concrete grouting symposium, pp 24–29 (in Chinese)
Hansen TC (1986) Physical structure of hardened cement paste: a classical approach. Mater Struct 19:423–436
Kondraivendhan B, Bhattacharjee B (2016) Strength and w/c ratio relationship of cement based materials through pore features. Mater Char 122:124–129
Lin F, Christian M (2009) Hydration kinetics modeling of Portland cement considering the effects of curing temperature and applied pressure. Cem Concr Res 39:255–265
Nielsen LF (1980) On the prediction of theological parameters for concrete. In:Mohr G (ed) Nordic seminar on deformations of concrete structures in 'DIALOG1–80' (Civil Engineering Department, Danish Engineering Academy), pp 811–118
Nielsen LF (1993) Strength development in hardened cement paste: examination of some empirical equations. Mater Struct 26(5):255–260
Odler I, Rößler MJ (1985) Investigations on the relationship between porosity, structure and strength of hydrated Portland cement pastes II Effect of pore structure and of degree of hydration. Cem Concr Res 15:401–410
Powers TC (1958) J Am Ceramic Soc 40:1–6
Powers TC, Brownyard TL (1948) Studies of the physical properties of hardened cement paste', AC1 J Proe 41 (1946–1947) 101, 249, 469, 549, 669, 845, 865, 933, 971; Portland Cement Association, Chicago Research Department Bulletin, 22
Rabaiotti C, Malecki C, Amstad M, Alexander M (2015) Pre-stressing of soil and structures due to jet grouting. Geotech Eng 168:1–13
Schiller KK (1971) Strength of porous materials. Cem Concr Res 1:419–422
Xu Z, Tang M, Beaudoin JJ (1992) Relationship between composition, structure and mechanical properties of very low porosity systems. Cem. Concr Res 22:187–195
Xu Z, Tang M, Beaudoin JJ (1993) An ideal structural model for very low porosity cementitious systems. Cem Concr Res 23:377–386
Yudenfreund M, Hanna KM, Skalny J, Odler I, Brunauer S (1972) Hardened Portland cement paste of low porosity, V: compressive strength. Cem Concr Res 2:731–743
Zhou J, Huang J, Jin L (2016) Nano-micro modelling of mechanical properties of cement paste based on molecular dynamics. Adv Cem Res 28:73–83
Zivic V (2009) Effects of the very low water/cement ratio. Constr Build Mater 23:3579–3582
Zou L, Håkansson U, Cvetkovic V (2018) Two-phase cement grout propagation in homogeneous water-saturated rock fractures. Int J Rock Mech Min Sci 106:243–249
Zou L, Håkansson U, Cvetkovic V (2019) Cement grout propagation in two-dimensional fracture networks: Impact of structure and hydraulic variability. Int J Rock Mech Min Sci 115:1–10
Acknowledgements
The research is funded by the National Key Research and Development Program of China (2017YFC0404902), the National Natural Science Foundation of China (Nos. 51479048, 51678219), the Water Resources Department Science and Technology Program of Zhejiang province (No. RA1503) and University Natural Science Foundation of Education Department of Anhui Province (No. KJ2017A725).
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Ma, X., Zhang, L. & Zhou, J. Experimental Study on the Relationship Between Grouting Pressure and Compressive Strength of Hardened Cement Paste. Iran J Sci Technol Trans Civ Eng 44 (Suppl 1), 483–489 (2020). https://doi.org/10.1007/s40996-020-00363-3
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DOI: https://doi.org/10.1007/s40996-020-00363-3