Proposed Shear Load-transfer Curves for Prebored and Precast Steel Piles |
Kim, Do-Hyun
(Dept. of Civil and Environment Engrg., Yonsei Univ.)
Park, Jong-Jeon (Dept. of Civil and Environment Engrg., Yonsei Univ.) Chang, Yong-Chai (Dept. of Ocean.Plant Civil and Engrg., Mokpo National Maritime Univ.) Jeong, Sang-Seom (Dept. of Civil and Environment Engrg., Yonsei Univ.) |
1 | AASHTO (2007), "AASHTO LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials", Washington, D. C., pp.10-1-10-159. |
2 | Baquelin, F., Frand, R., and Jezequel, J.F. (1982), "Parameters for friction piles in marine soils", 2nd lntemational Conference in Numerical Methods for Offshore Piling. Austin. |
3 | Bowles, J.E. (1996), "Foundation Analysis and Design", McGraw-Hill, New York, pp.867-967. |
4 | Bui, T.Y., Li, Y., Tan, S.A., and Leung, C.F. (2005), "Back Analysis of O-Cell Pile Load Test Using FEM", Proceeding of 16 th International Conference Soil Mechanics and Geotechnical Engineering, Osaka, pp.1959-1962. |
5 | Carter, J.P. and Kulhawy, F.H. (1988), Analysis and design ofdrilled shaft foundations socketed into rock, Final report, EL5918/ Project 1493-4 / Electric Power Research Institute, ConellUniv., Ithaca, NY. |
6 | Castelli, F., Maugeri. M., and Motta. E. (1992), "Analisii non lineare del cedimento di un palosingolo", Rivista Italiana di Geotechnica. Vol.26, No.2, pp.115-135. |
7 | CGS (2006), "Canadian Foundation Engineering Manual", Canadian Geotechnical Society, Richmond, British Columbia, pp.123-142, pp.260-302. |
8 | Coyle, H.M. and Reese, L.C. (1966), "Load Transfer for Axially Loaded Piles in Clay", J Soil Mech. and Found. Div., ASCE, Vol.92(2), pp.1-26. |
9 | Cho, S.H., Kim, S.I., and Jeong, S.S. (1997), "Shear Load-transfer Characteristics of Drilled Shafts in Weathered Rocks", Journal of the Korean Geotechnical Society, 17(3), pp.305-314. |
10 | Cho, H.Y., Jeong, S.S., and Seol, H.I. (2009), "End Bearing Load Transfer Behavior of Rock Socketed Drilled Shafts", Journal of the Korean Geotechnical Society, 25(8), pp.77-93. |
11 | Chin, J.T., Chow, Y.K., and Poulos, H.G. (1990), "Numerical analysis of axially loaded vertical piles and pile groups", Computers and Geotechnics. |
12 | Coyle, H.M. and Sulaiman, I.H. (1993), "Skin Friction for Steel Pipes in Sand", Journal of Soil Mechanics and Foundations Division, ASCE, Vol.SM6, pp.261-279. |
13 | Ghionna, V. N., Jamiolkowski, M., Pedroni, S., and Salgado, R. (1994), "The Tip Displacement of Drilled Shafts in Sands", Vertical and horizontal deformations of foundations and embankments. Geotech, Spec Publ. No.40, 2, pp.1039-1057. |
14 | De Beer E. (1981), "H Steel Piles in Dense Sand", Proceedings of 10th International. Conference. on S. M. F. E., Stockholm, pp. 693-698. |
15 | FHWA (1998), "Design and Construction of Driven Pile Foundations- Workshop Manual", Volume II, Federal Highway Administration, Mclean, VA, pp.19-20. |
16 | FHWA (1999), "Drilled Shaft: Construction Procedures and Design Methods", Federal Highway Administration, Mclean, VA, pp.386-422. |
17 | Hassan, K.M. (1994), "Analysis and design of drilled shafts socketed into soft rock", PhD Thesis. Department of Civil and Environmental Engineering. University of Houston. pp.264. |
18 | Hunter, A.H. and Davisson, M.T. (1969), "Measurement of Pile Load Transfer", Performance of Deep Foundations, ASTM, STP 444, pp.874-878. |
19 | Hassan, K.M. and O'Neill, M.W. (1997), "Side Load-transfer Mechanisms in Drilled Shafts in Soft Argillaceous Rock", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(2): 145-152. DOI |
20 | Hosseini, M. A. and Rayhani, M. (2017), "Evolution of Pile Shaft Capacity Over Time in Marine Soils", International Journal of Geo-Engineering, 8(12). |
21 | Jeong, S.S., Lee, J.H., and Lee, C.J. (2004), "Slip Effect at the Pile-soil Interface on Dragload", Computers & Geotechnics, Vol.31, pp.115-126. DOI |
22 | Jung, G.J., Kim, D.H., Lee, C.J., and Jeong, S.S. (2017), "The Analysis of Skin Friction on Small-scale Prebored and Precast Piles Considering Cement Milk Influence", Journal of the Korean Geo-Environmental Society, 33(1), pp.31-38. |
23 | Kim, S. I., Jeong, S. S., Cho, S. H., and Park, I. J. (1999), "Shear Load Transter Characteristics of Drilled Shafts in Weathered Rocks", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.125(11), pp.999-1010. DOI |
24 | Kang, K.H., Kodikara, J., and Haque, A. (2006), "Numerical Modeling of the Side Resistance Development of Piles in Mudstone with Direct Use of Sidewall Roughness", International Journal of Rock Mechanics and Mining Sciences, Vol.43, No.6, pp.987-995. DOI |
25 | Korea Expressway Corporation (2012), "Expressway Construction Guide Specification". |
26 | Korean Land and Housing Corporation Structural Design Manual (2008), Korean Land and Housing Corporation, Jinju, Korea. |
27 | Mindlin, R. D. (1936), Force at a point in the interior of a semiinfinite solid, J. Physics 77, & lay, 195. |
28 | Kim, Y.H. and Jeong, S.S. (2011), "Analysis of Soil Resistance on Laterally Loaded Piles Based on 3D Soil-Pile Interaction", Computers and Geotechnics, Vol.38, No.2, pp.248-257. DOI |
29 | Lee, Y. and Kim, M. (2008), "Load Transfer Characteristics and Ultimate Bearing Capacity of PHC Pile in Deep Soft Clay Layer", Journal of the Korean Geo-Environmental Society, 9(1), pp.41-46. |
30 | Matlock, H., Bogar, D., and Lam., I. (1981), "A Computer Program for the Analysis of Bcam-Columns under Static Axial and Lateral Loading", The Earth Technology Co, Long Beach, California. |
31 | O'Neill, M.W. and Hassan, K.M. (1994), "Drilled Shafts: Effects of Construction on Performance and Design Criteria", Proceedings of lntemational Conference on Design and Construction of Deep Foundation, Vol.1, Orlando. pp.137-187. |
32 | Park, S.W. (2012), "Analyses of Widely Used Design Codes for Pile Foundation Using the t-z Method", Journal of the Korean Geo-Environmental Society, 13(10), pp.33-42. |
33 | Robinsky, E.I. and Morrison, C.F. (1964), "Sand Displacement and Compaction around Model Friction Pile", Canadian Geotechnical Journal, Vol.1, No.2, pp.81-93. DOI |
34 | Park, J.B., Kim, J.S., and Chung, H.S. (2003), "Bearing Capacity Characteristics of SIP Piles", Journal of the Korean Geotechnical Society, 19(1), pp.51-60. |
35 | Park, J.J., Jung, G.J., and Jeong, S.S. (2017), "The Analysis of Skin Friction on Small-scale Prebored and Precast Piles Considering Cement Milk Influence", Journal of the Korean Geo-Environmental Society, 33(1), pp.5-15. |
36 | Poulos, H.G. and Davis, E.H. (1980), "Pile Foundation Analysis and Design", John Willy & Sons, pp.71-108, pp.173-193. |
37 | Poluos, H.G. and Davis, E.H. (1968), "The Settlement Behavior of Single Axially Loaded Incompressible Piles and Piers", Geotechnique, Vol.18, pp.351-371. DOI |
38 | Randolph, M. and Wroth, C. (1978), "Analysis of Deformation of Vertically Loaded Piles", Journal of the Soil Mechanics and Foundation Division, Vol.107, pp.1465-1488. |
39 | Seol, H.I., Jeong, S.S., and Cho, S.H. (2009), "Analytical Method for Load-Transfer Characteristics of Rock-Socketed Drilled Shafts", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.135, No.6, pp.778-789. DOI |
40 | Tomlinson, M.J. (1994), "Pile Design and Construction Practice", 4th ed. E & FN SPON, pp.33-35, pp.99-122. |
41 | Vesic. (1963), "Bearing Capacity of Deep Foundation in Sand", Highway Research Record, Vol.39, pp.112-153. |
42 | Vijavergiya, V.N. (1977), "Load-Movement Characteristics of Piles", 4th Annual Symposium of the Waterway, Port, Coastal and Ocean Division of ASCE, Long Beach. |
43 | Williams, A.F., Johnston, I. W., and Donald, I. B. (1980), "Thedesign of Socketed Piles in Weak Rock", Proceedings of internationalconference on structural foundations on rock, Balkema, Sydney, pp.327-347. |