Estimation of Coefficient of Horizontal Subgrade Reaction by the Inverse Analysis on the Lateral Load Test Results |
Ryu, Soo-Yong
((주)동호 지반공학부)
Kwak, No-Kyung (서울시립대학교 토목공학과) Park, Min-Chul (서울시립대학교 토목공학과) Jeong, Sang-Guk (송원대학교 토목공학과) Lee, Song (서울시립대학교 토목공학과) |
1 | Biot, M. A.(1937), Bending of Infinite Beam on Elastic Foundation, Journal of Applied Mechanics, Vol. 59, No. 2, pp. A1-A7. |
2 | Broms, B.(1964), The Leteral Resistance of Piles in Cohesionless Soils, Journal of the Soil Mechanics and Foundations Divison, Vol. 90, No. SM3, pp. 123-156. |
3 | Carter, D. P.(1984), A Non-Linear Soil Model for Predicting Lateral Pile Response Rep, Civil Engineering Dept., The University of Auckland, New Zealand., No. 3, pp. 58-68. |
4 | Chang, Y. L.(1937), Discussion on Lateral Pile Loading Tests by L .B. Feagin, Trans, American Society of Civil Engineers, Vol. 102, pp. 272-278. |
5 | Francis, A. J.(1964), Analysis of Pile Groups with Flexural Resistance, American Society of Civil Engineers, Vol. 90, No. 3, pp. 10-32. |
6 | Japanese Ministry of Construction-Port State(1999), Technical Standards of Port Facilities, Vol. 1, pp. 66-78. |
7 | Kim, T. S., Jung, S. S. and Kim, Y. H.(2008), A Study on the p-y Curves by Small-Scale Model Tests, Korean Society of Civil Engineers Collection of Dissertations, Vol. 28, No. 1-C, pp. 41-51. |
8 | Lee, S., Lee, J. D. and Kim, T. H.(2001), Evaluation of Coefficients of Subgrade Reaction by Laterally Loaded Pile, Korean Society of Civil Engineers Collection of Dissertations, Vol. 21, No. 4-C, pp. 349-357. |
9 | Ministry of Construction and Transportation(2008), Standard Specification for Highway Bridge, pp. 1017-1022. |
10 | Ministry of Land, Transport and Maritime Affairs(2009), Design Criteria in Foundation Structures, pp. 347-368. |
11 | Palmer, L. A. and Thompson, J. B.(1948), Horizontal Pressures on Pile Foundations, Proc. 2nd, International Conference on Soil Mechanics and Foundation Engineering, Rotterdam, Netherlands, Vol. 5, pp. 156-161. |
12 | Park, J. K, and Han, S. G.(2002), Horizontal Subgrade Reaction and Behavior of Piles in a Liquefying Ground, Korean Society of Civil Engineers Collection of Dissertations, Vol. 22, No. 3-C, pp. 287-296. |
13 | Reese, L. C. and Welch, R. C.(1975), Lateral Loading of Deep Foundations in Stiff Clay, Journal of the Geotechnical Engineering Division, Vol. 101, No. GT7, pp. 633-649. |
14 | Terzaghi, K.(1955), Evaluation of Coefficients of Subgrade Reaction, Geotechnique, Vol. 5, No. 4, pp. 279-329. |
15 | Vesic, A. B.(1961), Beams on Elastic Subgrade and Winkler's Hypothesis, Proc, 5th, International Conference on Soil Mechanics and Foundation Engineering, Paris, pp. 845-850. |
16 | Yoshida and Komad.(1965), A Study on Lateral Stress Coefficient of Ground, Soil and Foundation, Vol. 13, No. 85, pp. 25-29. |