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Erschienen in:
Introduction Kapitel lesen Erstes Kapitel lesen

2022 | OriginalPaper | Buchkapitel

3. Fluidity

verfasst von : Prof. Androniki Miltiadou-Fezans, Prof. Theodosios P. Tassios

Erschienen in: Mix-Design and Application of Hydraulic Grouts for Masonry Strengthening

Verlag: Springer International Publishing

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Abstract

This Chapter refers to fluidity, i.e. the second component of injectability of the grout: The grout should be able to easily flow along the sinuous paths of internal interconnected discontinuities, up to a distance larger than the distance between consecutive grout tubes. To this end, appropriate water-to-solid ratio (W/S), superplasticizer content (SP) and mixing technique should be selected. A new practical (but scientifically significant) fluidity measurement is proposed (the Fluidity Factor Test FFT), and a “fluidity factor” is defined. It is proved that the follow-up of this factor as a function of the water-to-solids ratio may reveal fundamental characteristics of the grout-composition under design. The influence of the mixing method and superplasticizer on grout’s fluidity is also experimentally studied. The chapter concludes with a case study to highlight the practical use of the proposed test.

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Vorheriges Kapitel Penetrability
Nächstes Kapitel Stability
Fußnoten
1
The adequate volume and diameter of the cylinder, as well as the distance of its upper part from the lower part of the nozzle, are given by the corresponding standard.
 
2
From the Research Reports regarding the design of the hydraulic grouts to be used (a) for the drums of the columns of Parthenon Opisthodomos (Miltiadou-Fezans et al. 1998) and (b) for the Katholikon of Daphni Monastery (Miltiadou-Fezans et al. 2006a).
 
3
References regarding the sand column test are given in Sect. 2.​2.​1.
 
4
These criteria were: d99 < Wnom/2 and d85 < Wnom/n, where n ~ 5 (±1), d85 = diameter of the grout grain, corresponding to 85% passing and d99 = “maximum” diameter of the grout grains. See also Sect. 2.​6.
 
Literatur
Agulló L, Toralles-Carbonari B, Gettu R, Aguado A (1999) Fluidity of cement pastes with mineral admixtures and superplasticizer. A study based on the Marsh Cone Test. Mater Struct 32:479–485
Aïtcin PC, Ballivy G, Parizeau R (1984) The use of condensed silica fume in grouts. Innovative cement grouting ACI Special Publication SP-83, pp 1–18
Andersen PJ, Roy DM (1987) The effects of adsorption of superplasticizers on the surface of cement. Cem Concr Res 17:805–813
ASTM C939-02. Standard test method for flow of grout for preplaced-aggregate concrete
ASTM D6910-04. Standard test method for marsh funnel viscosity of clay construction slurries
Baltazar LG, Henriques FMA, Jorne F (2012) Optimization of flow behavior and stability of superplasticized fresh hydraulic lime grouts through design of experiments. Constr Build Mater 35:838–845CrossRef
Baltazar LG, Henriques FMA, Jorne F, Cidade MT (2014) Combined effect of superplasticizer, silica fume and temperature in the performance of natural hydraulic lime grouts. Constr Build Mater 50:584–597
Banfill PFG (1980) Workability of flowing concrete. Mag Concr Res 32(110):17–27
Bombled JP (1974) Rhéologie des mortiers et des bétons frais, étude de la pâte interstitielle de ciment. Revue des matériaux de construction, no688, Mai-Juin pp 137–155
Bras A, Henriques FMA (2012) Natural hydraulic lime-based grouts—the selection of grout injection parameters for masonry consolidation. Constr Build Mater 26:135–144
Bras A, Henriques FMA, Cidade MT (2010) Effect of environmental temperature and fly ash addition in hydraulic lime grout behavior. Constr Build Mater 24:1511–1517CrossRef
Buil M, Paillere AM, Musicas AM (1989) Effect of superplasticizers on the pozzolanic reactivity of silica fumes. In: Proceedings of the third international conference on fly ash, silica fume and natural pozzolans in concrete, Trondheim, Norway, supplementary papers
Daimon M, Roy DM (1978) Rheological properties of cement mixes: I. Methods, preliminary experiments, and adsorption studies. Cem Concr Res 8:753–764
Daimon M, Roy DM (1979) Rheological properties of cement mixes: II. Zeta potential and preliminary viscosity studies. Cem Concr Res 9:103–110
Domone PL, Tank SB (1986) Use of condensed silica fume in Portland cement grouts. In: Proceedings of the second international conference on fly ash, silica fume, slag and natural pozzolans in concrete, vol 2, Madrid, Spain, pp 1231–1260
EN 1771 (2004) Products and systems for the protection and repair of concrete structures. Test methods. Determination of injectability and splitting test
EN 445:2007 Grout for prestressing tendons. Test methods
EN 447:2007 Grout for prestressing tendons. Basic requirements
EN 12715:2001 Execution of special geotechnical work. Grouting
Eriksson M, Friedrich M, Vorschulze C (2004) Variations in rheology and penetrability of cement-based grouts—an experimental study. Cem Concr Res 34:1111–1119
Fascicule No 65, Décret no 85-404 du 3 avril 1985. Exécution des ouvrages de génie civil en béton armé ou précontraint, Cahier des clauses techniques générales, Marchés Publics de Travaux, Ministère de l’Urbanisme, du Logement et des Transports, Ministère de l’Economie, des Finances et du Budget, France
Fernàndez-Altable V, Casanova I (2006) Influence of mixing sequence and superplasticizer dosage on the rheological response of cement pastes at different temperatures. Cem Concr Res 36:1222–1230
Hu C (1995) Rhéologie des bétons fluides. Etudes et Recherches des Laboratoires des Ponts et Chaussées. Série ouvrages d’art OA16, LCPC, pp 1–202
Huang WH (1974) An investigation of the fluid characteristics of the cement grouts. J Test Eval JTEVA 2:516–521CrossRef
Kalagri A, Miltiadou-Fezans A, Vintzileou E (2010) Design and evaluation of hydraulic lime grouts for the strengthening of stone masonry historic structures. Mater Struct 43:1135–1146
Khayat KH, Yahia A (1998) Simple field tests to characterize fluidity and washout resistance of structural cement grout. Cem Concr Aggregates CCAGDP 20(1):145–156
Lapasin R, Longo V, Rajgelj S (1980) The effect of the water reducer addition on the rheological properties of cement pastes. In: Proceedings of 7th international congress on the chemistry of cement, vol III, pp VI-135–VI-140
Le Roy R, Roussel N (2005) The Marsh Cone as a viscometer: theoretical analysis and practical limits. Mater Struct 38:25–30
Legrand C (1982) La structure des suspensions de ciments. Le béton hydraulique, Presses de l’École Nationale des Ponts et Chaussées, Paris, pp 99–113
Littlejohn GS (1982) Design of cement-based grouts. In: Proceedings of the conference on grouting in geotechnical engineering. ASCE, New Orleans, Louisiana, 10–12 Feb 1982, pp 1–7
Lombardi G (1985) The role of cohesion in cement grouting of rock. In: Proceedings of 15th congress on large dams, vol 3. Com. Int. des Grands Barrages, pp 235–261
Malhotra VM (1979) Performance of superplasticized concretes that have high water to cement ratios. Superplasticizers in concrete. TRF 720, National Academy of Sciences, Washington D.C., pp 28–34
Miltiadou AE (1990) Étude des coulis hydrauliques pour la réparation et le renforcement des structures et des monuments historiques en maçonnerie. Thèse de Doctorat de l’Ecole Nationale des Ponts et Chaussées. Pub. LCPC in Collection Etudes et Recherches des Laboratoires des Ponts et Chaussées, série Ouvrages d’art, OA8 ISSN 1161-028X, LCPC, Décembre 1991, Paris, France, p 278
Miltiadou-Fezans A (2000) Design of the hydraulic grouts compositions for the structural restoration of Milos catacombs. Research report, Laboratory of Restoration Materials and Techniques, Directorate for the Restoration of Byzantine and Post-Byzantine Monuments, Hellenic Ministry of Culture and Sports (in Greek)
Miltiadou-Fezans A, Papakonstantinou E, Zambas K, Panou A, Frantzikinaki K (1998) Design of hydraulic grouts of high injectability for the structural restoration of the column drums of the Parthenon Opisthodomos. Research report, Acropolis Restoration Service, Hellenic Ministry of Culture and Sports
Miltiadou-Fezans A, Anagnostopoulou S, Gatzionis K (2001a) Investigations for the design of grouts for the structural restoration of Eptapyrgion Fortress in Thessaloniki. Research report, Laboratory of Restoration Materials and Techniques, Directorate for the Restoration of Byzantine and Post-Byzantine Monuments, Hellenic Ministry of Culture and Sports, Dec 2001 (in Greek)
Miltiadou-Fezans A, Anagnostopoulou S, Gatzionis K, Kordoulas A (2001b) Laboratory and in situ tests for the design of mortars and grouts for the structural restoration of the NE range of Cells of Hosios Loukas Monastery in Boeotia. Research report, Laboratory of Restoration Materials and Techniques, Directorate for the Restoration of Byzantine and Post-Byzantine Monuments, Hellenic Ministry of Culture and Sports, Nov 2001 (in Greek)
Miltiadou-Fezans A, Kalagri A, Kordoulas A (2003) Technical report of grouting interventions in the building SPAP II in Olympia and in the Municipal market of Pyrgos in Heli, Peloponnese. Research report, Laboratory of Restoration Materials and Techniques, Directorate for the Restoration of Byzantine and Post-Byzantine Monuments, Hellenic Ministry of Culture and Sports, Oct 2003 (in Greek)
Miltiadou-Fezans A, Kalagri A, Anagnostopoulou S (2004a) Research and investigations for the design of grouts, mortars and pastes for the restoration of the Ancient Theatre of Megalopolis. Research report, Directorate for Technical Research on Restoration of the Hellenic Ministry of Culture and Sports, Oct 2004 (in Greek)
Miltiadou-Fezans A, Kalagri A, Anagnostopoulou S (2004b). Research and investigations for the design of grouts for the restoration of the Ancient Theatre of Epidaure. Research report, Directorate for Technical Research on Restoration of the Hellenic Ministry of Culture and Sports, Oct 2004 (in Greek)
Miltiadou-Fezans A, Kalagri A, Anagnostopoulou S (2004c) Research and investigations for the design of grouts for the restoration of ranges of cells and the East gate of Daphni Monastery. Research report, Directorate of Technical Research on Restoration for the Hellenic Ministry of Culture and Sports, 2004 (in Greek)
Miltiadou-Fezans A, Kalagri A, Triantafyllou M (2006a) Research report for the design of hydraulic grouts for the structural restoration of the Katholikon of Dafni Monastery. Comparative study of hydraulic lime-based grouts. Research report, Directorate for Technical Research on Restoration, Hellenic Ministry of Culture, p 68 (in Greek)
Miltiadou-Fezans A, Anagnostopoulou S, Kalagri A (2006b) Restoration mortars and grouts for consolidation of the Cells of internal yard of Dafni Monastery. In: Proceedings of the 1st conference on restoration of the Society for research and promotion of scientific restoration of monuments (ETEPAM), Thessaloniki (in Greek)
Miltiadou-Fezans A, Kalagri A, Delinikolas N (2007a) Design of hydraulic grout and application methodology for stone masonry structures bearing mosaics and mural paintings: the case of the Katholikon of Dafni Monastery. In: Arun G (ed) Proceedings of international symposium studies on historical heritage, Antalya, Turkey, 17–21 Sept 2007, pp 649–656
Miltiadou-Fezans A, Kalagri A, Savvidou M (2007b) Investigations for the design of grouts for the structural restoration of the Church of the Assumption of the Virgin Mary in Episkopi Tegeas, Arkadia, Peloponnese. Research report, Directorate for Technical Research on Restoration of the Hellenic Ministry of Culture and Sports, 2004 (in Greek)
Miltiadou-Fezans A, Kalagri A, Kakkinou S, Ziagou A, Delinikolas N, Zarogianni E, Chorafa E (2008) Methodology for in situ application of hydraulic grouts on historic masonry structures. The case of the Katholikon of Dafni Monastery. In: D’Ayala, D., Fodde, C. R. C. (eds.) Proceedings of the 6th international conference on structural analysis of historic construction, vol II, 2–4 July, Bath, UK, Press. Balkema, Taylor and Francis Group, pp 1025–1033
Mirza J, Mirza MS, Roy V, Saleh K (2002) Basic rheological and mechanical properties of High-volume fly ash grouts. Constr Build Mater 16:353–363CrossRef
Mirza J, Saleh K, Langevin MA, Mirza S, Bhutta MAR, Md TM (2013) Properties of microfine grouts at 4 °C, 10 °C and 20 °C. Constr Build Mater 47:1145–1153CrossRef
Mohammed HM, Pusch R, Knutsson S, Hellström G (2014) Rheological properties of cement-based grouts determined by different techniques. Engineering 6:217–229
NF P18-358 (1985) Adjuvants pour bétons, mortiers et coulis. Coulis courant d’injection pour précontrainte. Mesure de la fluidité et de la réduction d’eau
NF P18-359 (1985) Adjuvants pour bétons, mortiers et coulis. Coulis courants d’injection pour précontrainte. Mesure de l’exsudation (stabilité)
NF P18-507 (1992) Additions pour béton hydraulique- Besoin d’eau, contrôle de la régularité. Méthode par mesure de la fluidité par écoulement au Cône de Marsh
Nguyen VH, Remond S, Gallias JL, Bigas JB, Muller P (2006) Flow of Herschel-Bulkley fluids through the Marsh cone. J Nonnewton Fluid Mech 139:128–134CrossRef
Nguyen VH, Remond S, Gallias JL (2011) Influence of cement grouts composition on rheological behavior. Cem Concr Res 41:292–300CrossRef
Paillère A-M, Rizoulières Y (1978) Réparation des structures en béton par injection de polymères. Bull liaison Lab Ponts Chaussées (96):17–23
Paillère AM, Buil M, Miltiadou A, Guinez R, Serrano JJ (1989) Use of silica fume and superplasticizers in cement grouts for injection of fine cracks. In: Proceedings of the third international conference on use of fly ash, silica fume, slag and natural pozzolans in concrete, vol 2, Trondheim, Norway, SP-ACI, pp 1131–1157
Paillère AM, Serrano JJ, Grimaldi G (1990) Influence du dosage et du mode d’introduction des superplastifiants sur le maintien de la maniabilité optimale des bétons à hautes performances avec et sans fumée de silice. Bull liaison Lab Ponts Chaussées 170:37–45
Papadakis M (1957) Recherches sur le malaxage “a haute turbulence” des suspensions de ciment. Publication Technique No. 82-83, Extrait de la Revue des Matériaux de Construction, CERILH, pp 1–25
Papadakis M (1959) L’injectabilité des coulis et mortiers de ciments. Revue des matériaux de construction, 531, publication technique No. 11 du CERILH, 48 p
Ranisch E-H, Rostasy FS, Herschelman F (1989) Properties of cement grouts with silica fume addition for the injection of post-tensioning ducts. In: Proceedings of the third international conference on the use of fly ash, silica fume, slag and natural pozzolans in concrete, vol 2, 18–23 June 1989, Trondheim, Norway, SP 114-56, pp 1159–117
Ritchie AGB (1965) The rheology of cement grout. In: Cement and lime manufacture, pp 9–1
Rixom M (1978) Chemical admixtures for concrete. London E. and F.N. Spon
Roussel N, Le Roy R (2005) The Marsh Cone: a test or a rheological apparatus? Cem Concr Res 35:823–830CrossRef
Roy DM, Asaga K (1979) Rheological properties of cement mixes: III. The effects of mixing procedures on viscometric properties of mixes containing superplasticizers. CemConcr Res 9(6):731–739
Şahmaran M, Özkan N, Keskin SB, Uzal B, Yaman IÖ, Erdem TK (2008) Evaluation of natural zeolite as viscosity-modifying agent for cement-based grouts. Cem Concr Res 38:930–937CrossRef
Saric-Coric M, Khayat KH, Tagnit-Hamou A (2003) Performance characteristics of cement grouts made with various combinations of high-range water reducer and cellulose-based viscosity modifier. Cem Concr Res 33:1999–2008CrossRef
Svermova L, Sonebi M, Bartos JM (2003) Influence of mix proportions on rheology pf cement grouts containing limestone powder. Cem Concr Compos 25:737–749
Tattersall GH, Baker PH (1988) The effect of vibration on the rheological properties of fresh concrete. Mag Concr Res 40(143):79–89
Toumbakari E-E (2002) Lime-pozzolan-cement grouts and their structural effects on composite masonry walls. Ph.D Thesis, Departement of Civil Engineering, Katholieke Universiteit Leuven, Sept 2002
Toumbakari EE, Van Gemert D, Tassios TP, Tenoutasse N (1999) Effect of mixing procedure on injectability of cementitious grouts. Cem Concr Res 29:867–872CrossRef
Valluzzi MR, da Porto F, Modena C (2003) Grout requirements for the injection of stone masonry walls. In: International conference on performance of construction materials—a new era of building, 18–20 Feb 2003, Cairo, Egypt
Van Rickstal F (2000) Grout injection of masonry, scientific approach and modeling. Ph.D Thesis, Departement of Civil Engineering, Katholieke Universiteit Leuven, May 2000, p 194
Viseur V, Barrioulet M (1998) Critères d’injectabilité de coulis de ciments ultrafins. Mater Struct/Matér Constr 31:393–399
Yahia A, Khayat KH (2003) Applicability of rheological models to high-performance grouts containing supplementary cementitious materials and viscosity enhancing admixture. Mater Struct/Matér Constr 36:402–412
Metadaten
Titel
Fluidity
verfasst von
Prof. Androniki Miltiadou-Fezans
Prof. Theodosios P. Tassios
Copyright-Jahr
2022
Buch
Mix-Design and Application of Hydraulic Grouts for Masonry Strengthening

Print ISBN: 978-3-030-85964-0

Electronic ISBN: 978-3-030-85965-7

Copyright-Jahr: 2022

DOI
https://doi.org/10.1007/978-3-030-85965-7_3