Engineering properties of soil stabilized by ferrum lime and used for the application of road base

Soils and Foundations

Volumn 39, Issue 1, 1999, Pages 31-41

  Kamon, Masashi ^a   Gu, Huanda ^a   Katsumi, Takeshi ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Compressive strength; Cyclic load; Ferric oxide; Flexural strength; Fracture surface energy; Hydrated lime; Resilient modulus; Road base; Stabilized soil (IGC: D10)

Indexed keywords

EID: 24044452680     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.31     Document Type: Article

References (15)

1. Abe, Y. (1993): "Development of ferrum-lime stabilized soil," Pavement, Vol. 28, No. 9, pp. 16-21 (in Japanese).
2. Blight, G. E. (1973): "Fracture of pavement materials," Proc. of the American Society of Civil Engineers, Vol. 99, No. TE4, pp. 801-819.
3. Boniface, C. and Obi, A. (1972): "Soil-cement bases under thin bituminous surfacing," Proc. of the American Society of Civil Engineers, Vol. 98, No. TE2, pp. 167-176.
4. Brown, S. F. (1996): "Soil mechanics in pavement engineering," Géotechnique, Vol. 46, No. 3, pp. 383-426.
5. George, K. P. (1970): "Theory of brittle fracture applied to soil cement," Proc. of the American Society of Civil Engineers, Vol. 96, No. SM3, pp. 991-1010.
6. Jin, M. S., Lee, K. W. K. and Kovacs, W. D. (1994): "Seasonal variation of resilient modulus of subgrade soils," J. of Transportation Engrg., ASCE, Vol. 120, No. 4, pp. 603-616.
7. Khedr, A. S. (1986): "Deformation mechanism in asphaltic concrete," J. of Transportation Engrg., ASCE, Vol. 112, No. 1, pp. 29-45.
8. Lee, S. W. and Fishman, K. L. (1993): "Waste products as highway materials in flexible pavement system," J. of Transportation Engrg., ASCE, Vol. 119, No. 3, pp. 433-449.
9. Mamlouk, M. S. and Wood, L. E. (1981): "Characterization of asphalt emulsion treated bases," Proc. of the American Society of Civil Engineers, Vol. 107, No. TE2, pp. 183-196.
10. Matsuo, S. and Kamon, M. (1977): "Improvement of engineering properties of soft clay by addition of iron ions," J. of the Society of Materials Science, Japan, Vol. 26, No. 290, pp. 1034-1040 (in Japanese).
11. Nishi, K. (1981): "Mechanical properties of flexible pavement," The Recent Problems and New Techniques about Pavement, Lecture Text in S53, Kansai Branch of Society of Japan Civil Engineers, pp. 3-33 (in Japanese).
12. Nishi, K. and Yoshida, N. (1993): "Rutting analysis of asphalt pavement with circular loaded test," Construction Engrg. Research Report, No. 35, pp. 159-168 (in Japanese).
13. Sauer, E. K. and Weimer, N. F. (1978): "Deformation of lime modified clay after freeze-thaw," Proc. of the American Society of Civil Engineers, Vol. 104, No. TE2, pp. 201-212.
14. Thompson, M. R. and Robnett, Q. L. (1979): "Resilient properties of subgrade soils," Proc. of the American Society of Civil Engineers, Vol. 105, No. TE1, pp. 71-89.
15. Zaman, M., Chen, D. H. and Laguros, J. (1994): "Resilient moduli of granular materials," J. of Transportation Engrg., ASCE, Vol. 120, No. 6, pp. 967-988.