Generalized approach for prediction of jet grout column diameter

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 139, Issue 12, 2013, Pages 2060-2069

  Shen, Shui Long ^a   Wang, Zhi Feng ^a   Yang, Jun ^b   Ho, Chu Eu ^c  

^a Shanghai Jiao Tong University   (China)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

^c ARUP   (United Kingdom)

Author keywords

Columns; Ground improvement; Jet grouting; Predictions; Soil erosion; Turbulent flow

Indexed keywords

COLUMNS (STRUCTURAL); COMPRESSED AIR; CONCRETE CONSTRUCTION; EROSION; FORECASTING; MORTAR; PARTICLE SIZE; PARTICLE SIZE ANALYSIS; SOILS; TURBULENT FLOW;

FLUID PROPERTY; GROUND IMPROVEMENT; INJECTION TIME; JET GROUTING; OPERATIONAL PARAMETERS; SOIL CONDITIONS; SOIL EROSION; THEORETICAL FRAMEWORK;

GROUTING;

GROUND IMPROVEMENT; GROUT; GROUTING; JET; KINEMATICS; PARTICLE SIZE; PREDICTION; SIZE DISTRIBUTION; SOIL COLUMN; SOIL EROSION; TURBULENT FLOW;

EID: 84887974821     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000932     Document Type: Article

References (42)

1. ASTM. (2000). "Standard practice for classification of soils for engineering purposes (unified soil classification system)." D2487, West Conshohocken, PA.
2. Burke, G. K. (2004). "Jet grouting systems: Advantages and disadvantages." GeoSupport 2004: Drilled shafts, micropiling, deep mixing, remedial methods, and specialty foundation systems, Geotechnical special publication 124, J. P. Turner and P. W. Mayne, eds., ASCE, Reston, VA, 75-87.
3. Chai, J. C.,Miura, N., and Koga, H. (2005). "Lateral displacement of ground caused by soil-cement column installation." J.Geotech. Geoenviron. Eng., 131(5), 623-632.
4. Chen, G. X., Ji, G. J., and Huang, G. X. (2003). "Repeated joint-grouting of roller compacted concrete arc dam." Proc., 4th Int. Symp. Roller Compacted Concrete (RCC) Dams, A. A. Balkema, Rotterdam, Netherlands, 421-426.
5. Chen, J. J., Zhang, L. Y., Zhang, J. F., Zhu, Y. F., and Wang, J. H. (2013). "Field tests, modification and application of deep soil mixing method in soft clay." J. Geotech. Geoenviron. Eng., 139(1), 24-34.
6. Chupin, O., Saiyouri, N., and Hicher, P. Y. (2003). "Numerical modeling of cement injection in saturated porous media." Proc., 16th ASCE Engineering Mechanics Conf., ASCE, Reston, VA.
7. Croce, P., and Flora, A. (1998). "Jet-grouting effects on pyroclastic soils." Riv. Ital. Geotec., 32(2), 5-14.
8. Croce, P., and Flora, A. (2000). "Analysis of single fluid jet-grouting." Geotechnique, 50(1), 739-748.
9. Dabbagh, A. A., Gonzalez, A. S., and Pena, A. S. (2002). "Soil erosion by a continuous water jet." Soils Found., 42(5), 1-13.
10. de Vleeshauwer, P., and Maertens, J. (2000). "Jet grouting: State of the art in Belgium." Proc., 4th Int. Conf. on Ground Improvement Geosystems, Building Information Limited, Helsinki, Finland, 145-156.
11. Durgunoglu, H. T., et al. (2003). "Acase history of ground treatment with jet grouting against liquefaction for a cigarette factory in Turkey." Grouting and ground treatment, Geotechnical special publication 120, L. F. Johnsen and D. A. Bruce, and M. J. Byle, eds., ASCE, Reston, VA, 452-463.
12. Fang, Y. S., Kao, C. C., Chain, K. F., and Wang, D. R. (2006). "Jet grouting with the superjet-midi method." Proc. Inst. Civ. Eng. Ground Improv., 10(2), 69-76.
13. Farmer, W., and Attewell, P. B. (1964). "Rock penetration by high velocity water jet: A review of the general problem and an experimental study." Int. J. Rock Mech. Min. Sci., 2(1), 135-153.
14. Han, J., Oztoprak, S., Parsons, R. L., and Huang, J. (2007). "Numerical analysis of foundation columns to support widening of embankments." Comput. Geotech., 34(6), 435-448.
15. Han, J., Zhou, H. T., and Ye, F. (2002). "State of practice review of deep soil mixing techniques in China." Transportation Research Record 1808, Transportation Research Board, Washington, DC, 49-57.
16. Hatanaka, M., and Uchida, A. (1996). "Empirical correlation between penetration resistance and internal friction angle of sandy soils." Soils Found., 36(4), 1-13.
17. Ho, C. E. (2007). "Fluid-soil interaction model for jet grouting." Grouting for ground improvement: Innovative concepts and applications, Geotechnical special publication 168, T. M. Hurley and L. F. Johnsen, eds., ASCE, Reston, VA, 1-10.
18. Horpibulsuk, S., Phochan, W., Suddeepong, A., Chinkulkijniwat, A., and Liu, M. D. (2012). "Strength development in blended cement admixed saline clay." Appl. Clay Sci., 55, 44-52.
19. Long, G. Y. (2003). "Approach to factors determining the diameter of rotating spraying piles." Geol. Chem. Miner., 25(3), 247-250 (in Chinese).
20. Lunardi, P. (1997). "Ground improvement by means of jet grouting." Proc. Inst. Civ. Eng. Ground Improv., 1(2), 65-85.
21. Malinin, A., Gladkov, I., and Malinin, D. (2010). "Experimental research of jet grouting parameters in different soil conditions." Geotechnical Special Publication GeoShanghai 2010: Deep and underground excavations, Geotechnical special publication 206, F. Tonon, X. Liu, and W. Wu, eds., ASCE, Reston, VA, 49-54.
22. Mihalis, I. K., Tsiambaos, G., and Anagnostopoulos, A. (2004). "Jet grouting applications in soft rocks: The Athens Metro case." Proc. Inst. Civ. Eng. Geotech. Eng., 157(4), 219-228.
23. Modoni, G., Croce, P., and Mongiovi, L. (2006). "Theoretical modelling of jet grouting." Geotechnique, 56(5), 335-347.
24. Nikbakhtan, B., and Osanloo, M. (2009). "Effect of grout pressure and grout flow on soil physical and mechanical properties in jet grouting operations." Int. J. Rock Mech. Min. Sci., 46(3), 498-505.
25. Raffle, J. F., and Greenwood, D. A. (1961). "The relationship between the rheological characteristics of grouts and their capacity to permeate soils." Proc., 5th Int. Conf. on Soil Mechanics and Foundation Engineering, Dunod, Paris, 789-793.
26. Rajaratnam, N. (1976). Turbulent jets, Elsevier, Amsterdam, Netherlands.
27. Rosquoet, F., Alexis, A., Khelidj, A., and Phelipot, A. (2003). "Experimental study of cement grout: Rheological behavior and sedimentation." Cement Concr. Res., 33(5), 713-722.
28. Shen, S. L., Han, J., and Du, Y. J. (2008). "Deep mixing induced property changes in surrounding sensitive marine clays." J. Geotech. Geoenviron. Eng., 134(6), 845-854.
29. Shen, S. L., Luo, C. Y., Bai, Y., Kim, Y. H., and Peng, S. J. (2009a). "Instant solidification of soft ground horizontally using jet-grouting." Contemporary topics in ground modification, problem soils, and geo-support, Geotechnical special publication 187, M. Iskander, D. F. Laefer, and M. H. Hussein, eds., ASCE, Reston, VA, 257-264.
30. Shen, S. L., Luo, C. Y., Xiao, X. C., and Wang, J. L. (2009b). "Improvement efficacy of RJP method in Shanghai soft deposit." Advances in ground improvement: Research to practice in the United States and China, Geotechnical special publication 188, J. Han, G. Zheng, V. R. Schaefer, and M. Huang, eds., ASCE, Reston, VA, 170-178.
31. Shen, S. L., Wang, Z. F., Horpibulsuk, S., and Kim, Y. H. (2013a). "Jetgrouting with a newly developed technology: Twin-jet method." Eng. Geol., 152(1), 87-95.
32. Shen, S. L., Wang, Z. F., Sun, W. J., Wang, L. B., and Horpibulsuk, S. (2013b). "A field trial of horizontal jet grouting with composite-pipe method in soft deposit of Shanghai." Tunnelling Underground Space Technol., 35, 142-151.
33. Shen, S. L., and Xu, Y. S. (2011). "Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai." Can. Geotech. J., 48(9), 1378-1392.
34. Shibazaki, M. (2003). "State of practice of jet grouting." Grouting and ground treatment, ASCE, Reston, VA, 198-217.
35. Stroud, M. (1974). "The standard penetration test in insensitive clays and soft rocks." European Symp. on Penetration Testing, Swedish Geotechnical Society, Stockholm, Sweden.
36. Tan, Y., and Wei, B. (2012). "Observed behavior of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay." J. Geotech. Geoenviron. Eng., 138(1), 69-88.
37. Tsujita, M. (1996). "Recent soil improvement technique: RJP method and recent construction cases." Found.Eng.Equip., 24(7), 73-77 (in Japanese).
38. Wang, Z. F., Shen, S. L., Ho, C. E., and Kim, Y. H. (2013). "Investigation of field installation effects of horizontal twin-jet grouting in Shanghai soft soil deposits." Can. Geotech. J., 50(3), 288-297.
39. Wang, Z. F., Shen, S. L., and Yang, J. (2012). "Estimation of the diameter of jet-grouted column based on turbulent kinematic flow theory." Grouting and deep mixing 2012, Geotechnical special publication 228, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 2, ASCE, Reston, VA, 2044-2051.
40. Xu, Y. S., Shen, S. L., and Du, Y. J. (2009). "Geological and hydrogeological environment in Shanghai with geohazards to construction and maintenance of infrastructures." Eng. Geol., 109(3-4), 241-254.
41. Yin, J. H., and Fang, Z. (2006). "Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay." Geotechnique, 56(1), 63-68.
42. Yoshida, H., Asano, R., Kubo, H., Jinbo, S., and Uesawa, S. (1991). "Effect of nozzle traverse rate and number of passes on cutting soil utilizing water jet for wider application." Proc., 6th American Water Jet Conf., Houston, 381-392.