1 |
AASHTO Desigmation T307-99(2003), Standard method of test for determining the resilient modulus of soils and aggregate materials, pp. 1-43.
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2 |
Choi, J. S.(1997), A study on the spacing of vertical sand drains by Rowe Cell permeabjilty test, Master's thesis, Yonsei University, pp. 1-52 (in Korean).
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3 |
FAA Advisory Circular (AC) 150 / 5370-10F(2011), Item P-154 Subbase Course, pp. 97-101.
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4 |
Kim, D. S., Kweon, G. C., Lee, K. H., Rhee, S. K. (1999), Alternative method of determining resilient modulus of subgrade soils using static compression test, Journal of the Korean Society of Civil Engineers , Vol. 19, No. 3-1, pp. 167-175 (in Korean).
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5 |
Kwak, K. H.(2010), Characterizing and modeling of permanent deformation for subbase materials used in Korea by using large triaxial repeated load tests, Master's thesis, Pai Chai University, pp. 1-116 (in Korean).
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6 |
Lee, G. H.(1997), Development of alternative M_{R} testing methods for subgrade and sub-base materials ( III ), Korea Expressway Corporation Road Research Institute Report. pp. 1-94 (in Korean).
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7 |
Lim, Y. K., Kim, Y. K., Yune, C. Y., Lee, S. W.(2011), A study on the optimum particle size distribution of the drainable base in mountain road for the prevention of the pavement damage by uplift seepage rressure, Journal of the Korean Society of ROAD Engineers, Vol. 13, No. 2, pp. 21-29 (in Korean).
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8 |
The Korea Expressway Corporation(2009), Korea expressway corporation standard specification(2009), pp. ch 08 (in Korean).
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