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Stabilization effects of surplus soft clay with cement and GBF slag 被引量:1

Stabilization effects of surplus soft clay with cement and GBF slag
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摘要 Utilization of industrial waste and surplus construction soft clay as construction material was recommended, and many attempts at geotechnical waste utilization were undertaken. This study aimed at the application of cement and a kind of industrial wastes, i.e. granulated blast furnace slag, on stabilization of surplus soft clay. The results showed that the cement and slag can successfully stabilize Ariake clays even though this high organic clay fails to be stabilized by lime and cement. Addition of slag in cement for stabilization induces higher strength than cement alone for longer curing time. The application of the cement with slag is more suitable than cement alone for stabilization because of economical consideration. Utilization of industrial waste and surplus construction soft clay as construction material was recommended, and many attempts at geotechnical waste utilization were undertaken. This study aimed at the application of cement and a kind of industrial wastes, i.e. granulated blast furnace slag, on stabilization of surplus soft clay. The results showed that the cement and slag can successfully stabilize Ariake clays even though this high organic clay fails to be stabilized by lime and cement. Addition of slag in cement for stabilization induces higher strength than cement alone for longer curing time. The application of the cement with slag is more suitable than cement alone for stabilization because of economical consideration.
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2004年第3期397-403,共7页 环境科学学报(英文版)
关键词 surplus soft clay STABILIZATION GBF slag CEMENT organic matter lime humic acid surplus soft clay stabilization GBF slag cement organic matter lime humic acid
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  • 1[1]Clare K E, Sherwood P T, 1956. Further studies on the effect of organic matter on the setting of soil-cement mixtures[J]. Journal of Applies Chemistry, 2: 317-324.
  • 2[2]Heikki K, 2000. Stabilization of clay with inorganic by-products[J]. Journal of Materials in Civil Engineering, ASCE 12(4): 307-309.
  • 3[3]Kawamura M, Diamond S, 1975. Stabilization of clay soils against erosion loss[J]. Clay and Clay minerals, 23: 443-451.
  • 4[4]Lea F M, 1956. The chemistry of cement and concrete[M]. London: Edward Arnod (Publishers) Ltd.
  • 5[5]Mateos M, 1964. Soil lime research at Iowa State University[J]. Journal of Soil Mechanics and Foundations Division, ASCE 90(2): 127-153.
  • 6[6]Mitchell J K, 1993. Fundamentals of Soil Behavior[M]. New York: John Wiley & Sons. 131; 184.
  • 7[7]Miura N, Taesiri Y, Koga Y et al., 1988. Practical of improvement of Ariake clay by mixing admixtures[C]. Proceeding of the international symposium on shallow sea and lowland. Saga. l59-168.
  • 8[8]Moh Z C, 1962. Soil stabilization with cement and sodium additives[J]. Journal of Soil Mechanics and Foundations Division, ASCE 88(6): 81-105.
  • 9[9]Nakamura R , Onitsuka, K., Aramaki et al., 1985. Geotechnical properties of the very sensitive Ariake clay in Saga plain[C]. Symposium on environmental geotechnics and problematic soils and rocks. Dec. 2-3. Bangkok, Thailand. 888-910.
  • 10[10]Nishida K, l995. Study on ground improvement and quality control via mixing of marine clay[D], Dissertation, Saga University, Saga, Japan..

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