1 |
Hong, W., Kim, D., Yun, J. and You, S.(1997), The Behavior of Very Soft Ground with Cement-stabilized Surface Layer (I) -Model Tests-, Journal of the Korean Society of Civil Engineers, Vol. 17, No. III-4, pp. 425-434.
|
2 |
Jung, J.(1993), A Study on Deep Mixing Method of Reinforced Clay Foundation using Cement Treated Piles, Master Thesis, Chungbuk National University, pp. 1-2.
|
3 |
Hoitz, R. D. and Kovacs, W. D.(1981), An Introduction to Geotechnical Engineering, Prentice-Hall, p. 39.
|
4 |
Bruce, D. A.(2000), An Introduction to the Deep Mixing Method as used in Geotechnical Applications-Volume III : The Verification and Properties of Treated Ground, DRAFT Federal Highways Administration, FHWA-RD-99-167.
|
5 |
Jacobson, J. R.(2002), Factor Affecting Strength Gain in Lime-Cement Columns Development of a Laboratory Testing Procedure, Master of thesis, Virginia Tech. Institute, pp. 45-78.
|
6 |
Miura, N., Horpibulsuk, S. and Nagaraj, T. S.(2001), Engineering Behavior of Cement Stabilized Clay at High Water Contents, Soil and Foundations, Vol. 41, No. 5, pp. 33-46.
DOI
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7 |
Nagaraj, T. S.(2002), One Day Lecture on Ground Improvement Techniques, Technical Committee of Thick Deposit(ATC-7), Dong-A University, Busan, Korea, pp.59-95.
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