1. Tattersall, G.H., Banfill, P.F.G., Rheology of
Fresh Concrete, Pitman, London, 1983.
2. Tattersall, G.H., Workability and Quality
Control of Concrete, Spon, London, 1991.
Tablo 5. Enjeksiyon deney sonuçları [22, 18] (Grouting test results)
Kum (%)
İnce Orta İri
S/Ç SA
(%)
Dr
(%)
Basınç
(kPa)
Enjeksiyon
sonucu
100 0 0 1,2 - 30 100 Başarısız
0 100 0 0,8 - 27 100 Başarılı
10 45 45 0,8 - 30 100 Başarılı
15 42,5 42,5 0,8 - 32 100 Başarılı
20 40 40 0,8 - 30 100 Başarısız
10 45 45 1,0 - 30 90 Başarılı
10 45 45 1,0 2 30 100 Başarılı
15 42,5 42,5 1,0 - 30 100 Başarılı
20 40 40 1,0 - 30 100 Başarılı
20 40 40 1,0 2 30 100 Başarılı
25 37,5 37,5 1,0 - 30 100 Başarısız
30 35 35 1,0 - 30 100 Başarısız
30 35 35 1,0 2 30 300 Başarılı
30 35 35 1,0 2 30 200 Başarısız
40 30 30 1,0 2 30 400 Başarılı
40 30 30 1,0 2 30 300 Başarısız
50 25 25 1,0 2 30 500 Başarısız
10 45 45 1,2 - 30 100 Başarılı
15 42,5 42,5 1,2 - 30 100 Başarılı
20 40 40 1,2 - 28 100 Başarılı
25 37,5 37,5 1,2 - 31 100 Başarılı
30 35 35 1,2 - 30 100 Başarısız
İnce Taneli Çimento (Rheocem 900) Karışımlarının Reolojik Özellikleri E. Tekin
Gazi Üniv. Müh. Mim. Fak. Der. Cilt 26, No 4, 2011 785
3. Schwarz, L.G., Roles of rheology and chemical
filtration on injectability of microfine cement
grouts, Doktora Tezi, Northwestern Univeristy,
Illionis, 9-32, 1997.
4. Wallner, M., “Propagation of sedimentation
stable cement pastes in jointed rock”, Rock
Mechanics and Waterways Construction,
University of Aachen, BRD, 1976.
5. Hassler, L., Hakansson, U., Stille, H., Computersimulated
flow of grouts in jointed rock,
Tunneling and Underground Space
Technology, Cilt 7, No 4, 441– 446, 1992.
6. Eriksson, M., Stille, H., Andersson, J., Numerical
calculations for prediction of grout spread with
account for filtration and varying aperture,
Tunneling and Underground Space
Technology, Cilt 15, No 4, 353– 364, 2000.
7. Banfill, P.F.G., “A viscometric study of cement
pastes containing superplasticizers with a note on
experimental techniques”, Magazine of
Concrete Research, Cilt 33, No 114, 37-47,
1983.
8. Littlejohn, G.S., “Design of cement based
grouts”, Grouting in geotechnical engineering, In
Proc. of an ASCE Conf., New Orleans, New
York, 1982.
9. Lombardi, G., “The role of cohesion in cement
grouting of rock”, 15th International Congress
On Large Dams, Lausanne, Cilt 3, 235-260,
1985.
10. Deere, D.U., Lombardi, G., “Grout slurries -
thick or thin?”, Issues in dam grouting, ASCE,
New York, 156-164, 1985.
11. Hassler, L., Stille, H., Hakansson, U.,
“Simulation of grouting in jointed rock”, In Proc.
of the 6.th Int. Congress on Rock Rock
Mechanics, Montreal, Canada, Cilt 2, 943-946,
1987.
12. Hakansson, U., Hassler, L., Stille, H., “A
technique for measuring the rheological
properties of injected grout”, Swedish Rock
Engineering Research Foundation, Stockholm,
241:1/91, 1991.
13. Hausmann, M. R., “Modification at depth by
grouting”, Engineering Principles of Ground
Modification, Mc Graw Hill, Singapur, 346-376,
1990.
14. De Paoli, B., Bosco, B., Granata, R., Bruce, D.A.,
“Fundamental Observations on Cement Based
Grouts (1): Traditional Materials”, Grouting,
Soil Improvement and Geosynthetics, ASCE,
New Orleans, 474-485, 1992.
15. Rheocem 900 Users Manual, UGC International
Division of MBT, Zurih, 1-2, 2004.
16. Perret, S., Palardy, D., Ballivy, G., “Rheological
Behavior and Setting time of microfine cementbased
grouts”, ACI Materials Journal, Cilt 97,
No 4, 472-478, 2000.
17. Mirza, J., Mirza, M.S., Roy, V., Saleh, K., “Basic
rheological and mechanical properties of highvolume
fly ash grouts”, Construction and
Building Materials, Cilt 16, 353-363, 2002.
18. Yıldız, B., Rheobuild 2000 PF Katkılı
Rheocem 900 İnce Taneli Çimentonun Değişik
Gradasyonlu Kum Numunelere Penetrasyon
Yetisi, Yüksek Lisans Tezi, Gazi Üniversitesi,
Fen Bilimleri Enstitüsü, Ankara, 2007.
19. Mollamahmutoğlu, M., “Microcem 900
enjeksiyonu temel karakteristikleri”, İMO
Teknik Dergi, Ankara, 1027-1036, 1995.
20. Banfill, P.F.G., “Rheological methods for
assessing the flow properties of mortar and
related materials”, Construction and Building
Materials, Cilt 8, No 1, 43-44, 1993.
21. ASTM C940, Standard Test Method for
Expansion and Bleeding of Freshly Mixed Grouts
for Preplaced-Aggregate Concrete in the
Laboratory, ASTM, Pennsylvania, 1-3, 2003.
22. Tekin, E., İnce Taneli Çimento (Rheocem 900)
Enjeksiyonu ile Değişik Gradasyonlu
Kumların Enjekte Edilebilirliği Üzerine
Deneysel Çalışmalar, Yüksek Lisans Tezi, Gazi
Üniversitesi, Fen Bilimleri Enstitüsü, Ankara,
2004.
23. ASTM C191, Standard Test Method for Time of
Setting of Hydraulic Cement by Vicat Needle,
ASTM, Pennsylvania, 179-184, 2003.
24. ASTM C939, Standard Test Method for Flow of
Grout for Preplaced-Aggregate Concrete (Flow
Cone Method), ASTM, Pennsylvania, 1-3, 2003.
25. Hakansson, U., Hassler, L., Stille, H.,
“Rheological properties of microfine cement
grouts”, Tunneling and Underground Space
Technology, Cilt 7, No 4, 453-458, 1992.
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