Strength and Permeability Characteristics of Superfine Cement and Fine Fly Ash Mixture Grouted Sand

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Strength and Permeability Characteristics of Superfine Cement and Fine Fly Ash Mixture Grouted Sand

Author(s): Eyubhan Avcı and Murat Mollamahmutoglu

Publication: Materials Journal

Volume: 117

Issue: 6

Appears on pages(s): 293-304

Keywords: fine fly ash, injectability; permeability; strength; superfine cement

DOI: 10.14359/51728131

Date: 11/1/2020

Abstract:
The strength and permeability properties of various graded sand specimens grouted with superfine cement suspensions containing an additive of fine fly ash were experimentally investigated. To start with, such rheological properties as viscosity, bleeding, and setting time of superfine cement and fine fly ash mixture suspensions with various water-cement ratios (w/c) were determined. Then, the injectability tests with the mixtures were conducted on various graded sand samples. Finally, the unconfined compressive strength and the falling head permeability tests were run on the grouted specimens at different time intervals. The setting times and viscosities of superfine cement and fine fly ash mixture suspensions increased, but their bleedings were reduced. The addition of fine fly ash to superfine cement suspensions reduced the groutability of suspensions and hence increased the grouting pressure of sand specimens. The unconfined compressive strength of superfine cement grouted sand samples were increased and their permeabilities were reduced with the addition of fine fly ash. Moreover, the addition of fine fly ash to superfine cement grouts accelerated the grouted specimens’ strength gain.

Related References:

1. De Paoli, B.; Bosco, B.; Granata, R.; and Bruce, D. A., “Fundamental Observations on Cement-Based Grouts (2): Microfine Cement and the Cemill1 Process,” Grouting, Soil Improvement and Geosynthetics: Proceedings of the Conference, New Orleans, LA, 1992, pp. 486-499.

2. Schwarz, L. G., and Krizek, R., “J., “Effect of Preparation Technique on Permeability and Strength of Cement-Grouted Sand,” Geotechnical Testing Journal, V. 17, No. 4, 1994, pp. 434-443. doi: 10.1520/GTJ10304J

3. Warner, J., “Soil Solidification with Ultrafine Cement Grout. Grouting and Ground Treatment,” Proceedings of the 3rd International Conference, Geotechnical Special Publication, ASCE, New Orleans, LA, 2003, pp. 1360-1371.

4. Markou, I. N., and Droudakis, A. I., “Factors Affecting Engineering Properties of Microfine Cement Grouted Sands,” Geotechnical and Geological Engineering, V. 31, No. 4, 2013, pp. 1041-1058. doi: 10.1007/s10706-013-9631-9

5. Zebovitz, S.; Krizek, R. J.; and Atmatzidis, D. K., “Injection of Fine Sands with Very Fine Cement Grout,” Journal of Geotechnical Engineering, ASCE, V. 115, No. 12, 1989, pp. 1717-1733. doi: 10.1061/(ASCE)0733-9410(1989)115:12(1717)

6. Mollamahmutoglu, M., “Treatment of Medium to Coarse-Grained Sands by Fine-Grained Portland Cement (FGPC) as an Alternative Grouting Material to Silicate-Ester Grouts,” Cement, Concrete and Aggregates, V. 25, No. 1, 2003, pp. 1235-1242. doi: 10.1520/CCA10514J

7. Henn, R. W., and Soule, N. C., Ultrafine Cement in Pressure Grouting, ASCE Publications, Reston, VA, 2010, 82 pp.

8. BS EN 12715, “Execution of Special Geotechnical Work: Grouting,” British Standards Institution, London, UK, 2000, 56 pp.

9. Clarke, W. J., “Performance Characteristics of Microfine Cement,” Preprint 84-023, ASCE, Atlanta, GA, 1984, 14 pp.

10. Mehta, P. K., “Pozzolanic and Cementitious By-Products in Concrete—Another Look,” Fly Ash, Silica Fume, Slag, & Natural Pozzolans in Conc: Proc 3rd Intl Conf (Trondheim, Norway-1989), SP-114, American Concrete Institute, Farmington Hills, MI, 1989, pp. 1-44.

11. Vipulanandan, C.; Weng, Y.; and Zhang, C., “Designing Flowable Grout Mixes Using Foundry Sand, Clay and Fly Ash,” Geo-Denver 2000, ASCE, New Orleans, LA, 2000, pp. 215-233.

12. Mehta, P. K., “Pozzolanic and Cementitious by Products as Mineral Admixtures for Concrete: A Critical Review,” Fly Ash, Silica Fume, Slag, and Other Mineral By-Products in Concrete, SP-79, American Concrete Institute, Farmington Hills, MI, 1983, pp. 1-46.

13. Baker, A. C., and Broadrick, R. L., “Compaction Grouting, a Twenty-Year Update and a Vision for the 21st Century,” Proceedings Florida/South Florida Section Annual Meeting, New Clearwater, FL, 1997, pp. 1-23.

14. Vipulanandan, C., and Kumar, M. N., “Properties of Fly Ash-Cement Cellular Grouts for Sliplining and Backfill Applications,” Geo-Denver 2000, ASCE, New Orleans, LA, 2000, pp. 200-214.

15. Markou, I. N., and Atmatzidis, D. K., “Development of a Pulverized Fly Ash Suspension Grout,” Geotechnical and Geological Engineering, V. 20, No. 2, 2002, pp. 123-147. doi: 10.1023/A:1015071621943

16. Pekrioglu, A.; Doven, A. G.; and Tumay, M. T., “Fly Ash Utilization in Grouting Applications,” Third International Conference on Grouting and Ground Treatment, New Orleans, LA, 2003, pp. 1169-1179.

17. Li, S.; Cooke, R. A.; Wang, L.; Ma, F.; and Bhattarai, R., “Characterization of Fly Ash Ceramic Pellet for Phosphorus Removal,” Journal of Environmental Management, V. 189, 2017, pp. 67-74. doi: 10.1016/j.jenvman.2016.12.042

18. Pekrioglu Balkis, A., “Properties and Performance of a High Volume Fly Ash Grout,” Marine Georesources and Geotechnology, V. 38, No. 1, 2020, pp. 73-82. doi: 10.1080/1064119X.2018.1552999

19. Deb, P., and Sarker, P., “Effects of Ultrafine Fly Ash on Setting, Strength, and Porosity of Geopolymers Cured at Room Temperature,” Journal of Materials in Civil Engineering, ASCE, V. 29, No. 2, 2017, p. 06016021. doi: 10.1061/(ASCE)MT.1943-5533.0001745

20. Zhang, D.; Mao, M.; Yang, Q.; Zhang, W.; and Han, P., “Experimental Investigation of Neutralisation of Concrete with Fly Ash as Fine Aggregate in Freeze-Thaw Environment,” Advances in Civil Engineering, V. 2019, 2019, pp. 1-12. doi: 10.1155/2019/6860293

21. ASTM D2487-11, “Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System),” ASTM International, West Conshohocken, PA, 2011, 9 pp.

22. ASTM D854-02, “Standard Test Method for Specific Gravity of Soil Solids by Water Pycnometer,” ASTM International, West Conshohocken, PA, 2002, 7 pp.

23. ASTM D4253-00, “Standard Test Method for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table,” ASTM International, West Conshohocken, PA, 2002, 14 pp.

24. ASTM D4254-00, “Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density,” ASTM International, West Conshohocken, PA, 2002, 9 pp.

25. Foody, K., “Ultrafine Fly Ash,” Precast Magazines, National Precast Concrete Association, Indianapolis, IN, 2010, 3 pp.

26. ASTM C940-98a, “Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced Aggregate Concrete in the Laboratory,” ASTM International, West Conshohocken, PA, 2002, 2 pp.

27. ASTM C191-04b, “Standard Test Method for the Flow of Grout for Preplaced-Aggregate Concrete,” ASTM International, West Conshohocken, PA, 2002, 7 pp.

28. ASTM D2196-15, “Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer,” ASTM International, West Conshohocken, PA, 2015, 5 pp.

29. ASTM D4219-02, “Standard Test Method for Unconfined Compressive Strength Index of Chemical-Grouted Soils,” ASTM International, West Conshohocken, PA, 2002, 3 pp.

30. ASTM D2434-68, “Standard Test Method for Permeability of Granular Soils (Constant Head,” ASTM International, West Conshohocken, PA, 2006, 5 pp.

31. ASTM D5856-95, “Standard Test Method for Measurement of Hydraulic Conductivity of Porous Material Using a Rigid-Wall, Compaction-Mold Permeameter,” ASTM International, West Conshohocken, PA, 2007, 8 pp.

32. Gebler, S. H., and Klieger, P., “Effect of Fly Ash on the Durability of Air-Entrained Concrete,” Proceedings of the 2nd International Conference on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, SP-91, American Concrete Institute, Farmington Hills, MI, 1986, pp. 483-519.

33. Thomas, M., “Optimizing the Use of Fly Ash in Concrete,” Portland Cement Association, 2007, pp. 1-2.

34. Papayianni, J., “An Investigation of the Pozzolanic and Hydraulic Reactivity of High-Lime Fly Ash,” Magazine of Concrete Research, V. 39, No. 138, 1987, pp. 19-28. doi: 10.1680/macr.1987.39.138.19


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer