Laboratory investigation on the effect of microsilica additive on mechanical properties of deep soil mixing columns in loose sandy soils

References

• Åhnberg, H., Johansson, S. E., Pihl, H., & Carlsson, T. (2003). Stabilising effects of different binders in some Swedish soils. Proceedings of the Institution of Civil Engineers-Ground Improvement, 7(1), 9–23. doi:10.1680/grim.2003.7.1.9
   Google Scholar
• Ajay, V., Rajeev, C., & Yadav, R. K. (2012). Effect of micro silica on the strength of concrete with ordinary Portland cement. Research Journal of Engineering Sciences, 1(3), 1–4 . Retrieved from http://www.isca.in/IJES/Archive/v1/i3/1.ISCA-JEngS-2012-010.pdf
   Google Scholar
• Aldred, J. M., Holland, T. C., Morgan, D. R., Roy, D. M., Bury, M. A.¸Hooton, R. D., & Ozyildirim, H. C. (2006). Guide for the use of silica fume in concrete. Reported by ACI–American Concrete Institute–Committee, 234. Retrieved from https://dl.mycivil.ir/dozanani/ACI/ACI%20234R-06%20R12%20Guide%20for%20the%20Use%20of%20Silica%20Fume%20in%20Concrete_MyCivil.ir.pdf
   Google Scholar
• Al-Tabba, A., Ayotamuno, M. J., & Martin, R. J. (2000). Soil mixing of stratified contaminated sands. Journal of Hazardous Materials, 72, 53–75. doi:10.1016/S0304-3894(99)00158-2
   PubMed Web of Science ®Google Scholar
• Al-Tabbaa, A., & Prose, S. (1996). Treatability study of in-situ stabilisation/solidification of soil contaminated with methylene blue. Environmental Technology, 17, 191–197.10.1080/09593330.1996.9618335
   Web of Science ®Google Scholar
• Anderson, R., & Dewar, J. D. (2003). Manual of ready-mixed concrete. Boca Raton, FL: CRC Press.
   Google Scholar
• ASTM D2166-00. (2006). Standard test methods for unconfined compressive strength of cohesive soil. Annual Book of ASTM Standards. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTMD422-63. (2007). Standard test method for particle-size analysis of soils. Annual Book of ASTM Standards. West Conshohocken, PA: ASTM International.
   Google Scholar
• Asturias, R. P., & Lorenzo, G. A. (2015). Laboratory and full-scale simulations of the behaviour of reinforced cement-admixed non-plastic soil for deep mixing applications. International Journal of Scientific Engineering and Technology, 4, 286–289 . Retrieved from http://ijset.com/ijset/v4s5/IJSET_2015_503.pdf10.17950/ijset
   Google Scholar
• Bergado, D. T., & Lorenzo, G. A. (2005). Economical mixing method for cement deep mixing. In Innovations in grouting and soil improvement 1–10. doi:10.1061/40783(162)12
   Google Scholar
• Cheng, L., Cord-Ruwisch, R., & Shahin, M. A. (2013). Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation. Canadian Geotechnical Journal, 50, 81–90. doi:10.1139/cgj-2012-0023
   Web of Science ®Google Scholar
• Duval, R., & Kadri, E. H. (1998). Influence of silica fume on the workability and the compressive strength of high-performance concretes. Cement and Concrete Research, 28, 533–547. doi:10.1016/S0008-8846(98)00010-6
   Web of Science ®Google Scholar
• En, B. (2005). 13263–1: Silica fume for concrete. Definitions, requirements and conformity criteria. London: British Standards Institution.
   Google Scholar
• Esmaeili, M., Gharouni-Nik, M., & Khajehei, H. (2014). Evaluation of deep soil mixing efficiency in stabilizing loose sandy soils using laboratory tests. Geotechnical Testing Journal, 37, 817–827. doi:10.1520/GTJ20130099
   Web of Science ®Google Scholar
• Farouk, A., & Shahien, M. M. (2013). Ground improvement using soil–cement columns: Experimental investigation. Alexandria Engineering Journal, 52, 733–740. doi:10.1016/j.aej.2013.08.009
   Google Scholar
• Ghorbani, A., Hasanzadehshooiili, H., Karimi, M., Daghigh, Y., & Medzvieckas, J. (2015). Stabilization of problematic silty sands using microsilica and lime. Baltic Journal of Road & Bridge Engineering, 10, 61–70. doi:10.3846/bjrbe.2015.08
   Web of Science ®Google Scholar
• Horpibulsuk, S., Miura, N., & Nagaraj, T. S. (2003). Assessment of strength development in cement admixed high water content clays with abrams law as basis. Geotechnique, 53, 439–444. doi:10.1680/geot.2003.53.4.439
   Web of Science ®Google Scholar
• Horpibulsk, S., Rachan, R., Suddeepong, A., & Chinkulkijniwat, A. (2011). Strength development in cement admixed bangkok clay: Laboratory and field investigations. Soils and Foundations, 51, 239–251. doi:10.3208/sandf.51.239
   Web of Science ®Google Scholar
• Islam, M. S., & Hashim, R. (2009). Bearing capacity of stabilised tropical peat by deep mixing method. Australian Journal of Basic and Applied Sciences, 3, 682–688 . Retrieved from http://www.ajbasweb.com/ajbas/2009/682-688.pdf
   Google Scholar
• Jaritngam, S., Yandell, W. O., & Taneerananon, P. (2013). Development of strength model of lateritic soil–cement. Engineering Journal, 17, 69–77. doi:10.4186/ej.2013.17.1.69
   Google Scholar
• Katsuyama, K., & Vutukuri, V.S. (1994). Introduction to Rock Mechanics. Industrial Publishing & Consulting, Incorporated. Retrived from https://books.google.com/books?id=vntlNAAACAAJ
   Google Scholar
• Khajehei, H., Esmaeili, M., Kasraei, A., & Bakhtiyari, A. (2015). Investigation of density effect on sand modulus of elasticity by cyclic plate loading test. 4th International Conference on Recent Advances in Railway Engineering (ICRARE2015), Iran.
   Google Scholar
• King, D. (2007). Supporting a sustainable future with microsilica concrete. 32nd Conference On Our World in Concrete & Structures, Singapore, 28–29. Retrieved from https://www.cipremier.com/e107_files/downloads/Papers/100/32/100032005.pdf
   Google Scholar
• Kogbara, R. B., Al-Tabbaa, A., Yi, Y., & Stegemann, J. A. (2013). Cement–fly ash stabilisation/solidification of contaminated soil: Performance properties and initiation of operating envelopes. Applied Geochemistry, 33, 64–75. doi:10.1016/j.apgeochem.2013.02.001
   Web of Science ®Google Scholar
• Larsson, S., Dahlström, M., & Nilsson, B. (2005). Uniformity of lime-cement columns for deep mixing: A field study. Proceedings of the Institution of Civil Engineers-Ground Improvement, 9(1), 1–15. doi:10.1680/grim.9.1.1.58541
   Google Scholar
• Liu, S. Y., Zhang, D. W., Liu, Z. B., & Deng, Y. F. (2008). Assessment of unconfined compressive strength of cement stabilized marine clay. Marine Georesources and Geotechnology, 26, 19–35. doi:10.1080/10641190801937916
   Web of Science ®Google Scholar
• Mitchell, J. K., & Monismith, C. L. (1965). Behavior of stabilized soils under repeated loading. Department of Civil Engineering, University of California, Berkeley, California. Retrieved from https://www.dtic.mil/dtic/tr/fulltext/u2/651938.pdf
   Google Scholar
• Miura, N., Horpibulsuk, S., & Nagaraj, T. S. (2001). Engineering behavior of cement stabilized clay at high water content. Soils and Foundations, 41, 33–45. doi:10.3208/sandf.41.5_33
   Web of Science ®Google Scholar
• Mohamed, H. A. (2011). Effect of fly ash and silica fume on compressive strength of self-compacting concrete under different curing conditions. Ain Shams Engineering Journal, 2, 79–86. doi:10.1016/j.asej.2011.06.001
   Google Scholar
• Shahin, M. A. (2015). Use of evolutionary computing for modelling some complex problems in geotechnical engineering. Geomechanics and Geoengineering, 10, 109–125. doi:10.1080/17486025.2014.921333
   Web of Science ®Google Scholar
• Sharmaa, U., Khatrib, A., & Kanoungoc, A. (2014). Use of micro-silica as additive to concrete-state of art. International Journal of Civil Engineering Research, 5, 9–12 . Retrieved from http://www.ripublication.com/ijcer_spl/ijcerv5n1spl_02.pdf
   Google Scholar
• Tijani, A., Yang, J., & Dirar, S. (2015). Optimum use of microsilica in high performance concrete. International Journal of Civil and Structural Engineering, 2, 297–301.
   Google Scholar
• Wang, F., Wang, H., Jin, F., & Al-Tabbaa, A. (2015). The performance of blended conventional and novel binders in the in-situ stabilisation/solidification of a contaminated site soil. Journal of Hazardous Materials, 285, 46–52. doi:10.1016/j.jhazmat.2014.11.002
   PubMed Web of Science ®Google Scholar