1 |
김홍택,강인규,황정순,전웅진,고용일(1999),"유전자 알고리 즘을 이용한 Piled Raft 기초의 최적설계", 한국지반공학회 '99 가을학술발표회, pp.415-422
|
2 |
Baladi, G. Y., Vallejo, L. E. and Goitom, T. (1983), "Normalized characterizaion model of pavement materials", ASTM special technical publication 807, ASTM, pp.55-64
|
3 |
Hyde, A. F. L. and Brown, S. F. (1976), "The plastic deformation of a silty clay under creep and repeated loading", Geotechnique, 26(1), pp.173-184
DOI
ScienceOn
|
4 |
Burland, J. B., Broms, B. B. and De Mello, V. F. B. (1977), "Behaviour of Foundations and Structures", Proc. 9th Int. Conf. Soil Mech. Found. Engng, Tokyo, Vol.2, pp.495-546
|
5 |
Itasca Consulting Group Inc. (1997), "FLAC3D Manual: Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 2.0", Itasca Consulting Group Inc., Minnesota, USA
|
6 |
Monismith C. L., Ogawa, N., and Freeme, C. R. (1975), "Permanent deformation characteristics of subgrade soils due to repeated loading", Transp. Res. Rec., No. 537, pp.1-17
|
7 |
Li, D. and Selig, E. T. (1996), "Cumulative plastic deformation for fine-grained subgrade soils", J. Geotech Engrg., ASCE, 124(4), pp.316-322
|
8 |
Tan, Y. C., Chow, C. M. and Gue, S. S. (2004), "Piled Raft with Short Piles for Low-Rise Buildings on very Soft Clay", 15th SEAGC, Bangkok
|
9 |
Bowles, J. E. (1988), "Foundation Analysis and Design". 4th edition, McGraw-Hill
|
10 |
Sommer, H., Tamaro, G. and De Benedicttis, C. (1991), "Messes Turm, Foundations for the Tallest Building in Europe", Proceeding 4th International Deep Foundation Institute Conference, Stressa, 1991, pp.139-145
|
11 |
Horikoshi K and Randolph M. F. "Centrifuge modeling of piled raft foundation on clay", Geotechnique 1996; 46(4); 741-752
DOI
ScienceOn
|
12 |
Kim, K, Lee, S-H, Kim, K-S, Chung C-K, Kim, M. and Lee, H. (2002), "Optimum Pile Arrangement for Minimizing Differential Settlements in Piled Raft Foundation", Computers and Geotechnics Vol.28, pp.235-253
|