Field properties and settlement calculation of soil-cement column improved soft subsoil - A case study

Lowland Technology International

Volumn 4, Issue 2, 2002, Pages 51-58

  Chai, J C ^a   Liu, S Y ^b   Du, Y J ^a  

^a SAGA UNIVERSITY   (Japan)

^b SOUTHEAST UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMN; COMPRESSIVE STRENGTH; GROUND SETTLEMENT; PENETRATION TEST; SOFT SOIL; SOIL IMPROVEMENT;

EID: 0036991403     PISSN: 13449656     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Bergado, D. T., Chai, J.-C., Alfaro, M. C. and Balasubramaniam, A. S. (1994). Improvement techniques of soft ground in subsiding and lowland environment. Balkema, Rotterdam: 222.
2. Institute of Geotechnical Engineering (2001). Report on the evaluation of design and construction methods, for the soft ground improvement at Lian-Yu-Gang Section, Xu-Lian expressway. Southeast University, China (in Chinese).
3. Kitazume, M. (1996). Deep mixing method. Foundation Engineering and Equipment, 24(7), 14-19 (in Japanese).
4. Jing, F., Liu, S-Y. and Shao, G-H. (2001). The settlement of embankment on soft subsoil. Chinese Journal of Geotechnical Engineering. 23(6): 728-730 (in Chinese).
5. Ministry of Transportation, People's Republic of China (1997). Design and construction standard for road on soft subsoil (JT017-96). Renming Jiaotong Press, Beijing, China (in Chinese).
6. Probaha, A., Pradhan, T. B. S. and Kishida, T. (2001). Static response of fly ash columnar improved ground. Can. Geotech. J. 38: 276-286.
7. Shen, S-L, Chai, J-C. and Miura, N. (2001). Stress distribution in composite ground of column-slab system under road pavement. Proc. First Asian-Pacific Congress on Computational Mechanics, Elsevier Science Ltd.: 485-490.
8. Technical Center for Land Development, Japan (1999). Chapter 4, Flexible foundation, Foundation structure part, Design Code for Flexible Box Culvert - II, San-kai-dou Press, Tokyo: 233-248.