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      말뚝지지 전면기초의 설계를 위한 실용적 해석방법에 관한 연구 = A Practical Analysis Method for the Design of Piled Raft Foundations

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      https://www.riss.kr/link?id=A104659750

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      다국어 초록 (Multilingual Abstract)

      Piled raft foundations have been highlighted as an economical design concept of pile foundations in recent years. However, piled raft foundations have not been widely used in Korea due to the difficulty in estimating the complex interaction effects am...

      Piled raft foundations have been highlighted as an economical design concept of pile foundations in recent years. However, piled raft foundations have not been widely used in Korea due to the difficulty in estimating the complex interaction effects among rafts, piles and soils. The authors developed an effective numerical program to analyze the behavior of piled raft foundations for practical design purposes and presented it briefly in this paper. The developed numerical program simulates the raft as a flexible plate consisting of finite elements with eight nodes and the raft is supported by a series of elastic springs representing subsoils and piles. This study imported another model to simulate pile groups considering non-linear behavior and interaction effects. The apparent stiffnesses of the soils and piles were estimated by iterative calculations to satisfy the compatibility between those two components and the behavior of piled raft foundations can be predicted using these stiffnesses. For the verification of the program, the analysis results about some example problems were compared with those of rigorous three dimensional finite element analysis and other approximate analysis methods. It was found that the program can analyze non-linear behaviors and interaction effects efficiently in multi-layered soils and has sufficient capabilities for application to practical analysis and design of piled raft foundations.

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      참고문헌 (Reference)

      1 현대건설 기술연구소, "무리말뚝 및 상부기초 통합 해석 시스템 개발" 현대건설 기술연구소 1999

      2 현대건설 기술연구소, "말뚝지지 전면기초의 실용화에 관한 연구" 현대건설 기술연구소 2008

      3 Ottavianni, M., "Three-dimensional finite element analysis of vertically loaded pile groups" 25 (25): 159-174, 1975

      4 Butterfield, R., "The elastic analysis of compressible piles and pile groups" 21 (21): 43-60, 1971

      5 Brown, P.T., "The behaviour of uniformly loaded piled strip footings" 15 : 13-21, 1975

      6 Hain, S.J., "The analysis of flexible pile-raft systems" 28 (28): 65-83, 1978

      7 Newmark, N.M., "Simplified computation of vertical pressure in elastic foundation"

      8 Yamashita, K., "Settlement behaviour of a five-storey building on a piled raft foundation" 351-356, 1993

      9 Wang, A., "Private communication" University of Manchester 1995

      10 Brinkgreve, R.B.J., "Plaxis 3d foundation version 1.5" Plaxis B.V. 2006

      1 현대건설 기술연구소, "무리말뚝 및 상부기초 통합 해석 시스템 개발" 현대건설 기술연구소 1999

      2 현대건설 기술연구소, "말뚝지지 전면기초의 실용화에 관한 연구" 현대건설 기술연구소 2008

      3 Ottavianni, M., "Three-dimensional finite element analysis of vertically loaded pile groups" 25 (25): 159-174, 1975

      4 Butterfield, R., "The elastic analysis of compressible piles and pile groups" 21 (21): 43-60, 1971

      5 Brown, P.T., "The behaviour of uniformly loaded piled strip footings" 15 : 13-21, 1975

      6 Hain, S.J., "The analysis of flexible pile-raft systems" 28 (28): 65-83, 1978

      7 Newmark, N.M., "Simplified computation of vertical pressure in elastic foundation"

      8 Yamashita, K., "Settlement behaviour of a five-storey building on a piled raft foundation" 351-356, 1993

      9 Wang, A., "Private communication" University of Manchester 1995

      10 Brinkgreve, R.B.J., "Plaxis 3d foundation version 1.5" Plaxis B.V. 2006

      11 Poulos, H. G., "Piled rafts in swelling or consolidating soils" ASCE 119 (119): 374-380, 1993

      12 Poulos, H.G., "Pile foundation analysis and design" John Wiley and Sons 1980

      13 Franke, E., "Measurements and numerical modelling of high-rise building foundations on Frankfurt clay" 20 (20): 1325-1336, 1994

      14 Zhuang, G.M., "Interactive analysis of behaviour of raft-pile foundations" 2 : 759-764, 1991

      15 El-Mossallamy, Y., "Innovative application of piled raft foundation to optimize the design of high-rise buildings and bridge foundations" 451-458, 2005

      16 Schmertmann, J.H., "Improved strain influence factor diagrams" ASCE 104 (104): 1131-1135, 1978

      17 Kondner, R. L., "Hyperbolic stress-strain response:cohesive soil" 89 (89): 115-143, 1963

      18 Chow, H., "Finite layer analysis of combined pile-raft foundations with piles of different lengths" 2 : 429-436, 2005

      19 Randolph, M.F., "Design of piled raft foundations" Cambridge University 1983

      20 Randolph, M.F., "Design methods for pile groups and piled rafts" 5 : 61-82, 1994

      21 Poulos, H.G., "Comparison of some methods for analysis of piled rafts" 2 : 1119-1124, 1997

      22 Vesic, A.S., "Bending of beams resting on isotropic solid" ASCE 87 (87): 35-53, 1961

      23 Weisner, T.J., "Behaviour of piled strip footings subjected to concentrated loads" (G6) : 1-5, 1976

      24 Sinha, J., "Analysis of piles and piled rafts in swelling and shrinking soils" University of Sydney 1996

      25 Ta, L.D., "Analysis of piled raft systems in layered soils" 20 : 57-72, 1996

      26 Poulos, H. G., "Analysis of piled raft foundations, In Comp. Methods and Advances in Geomechs" 193-191, 1991

      27 Randolph, M.F., "Analysis of deformation of vertically loaded piles" ASCE 104 (104): 1465-1488, 1978

      28 Lee, I.K., "Analysis and performance of raft and raft-pile systems" 1993

      29 Kuwabara, F., "An elastic analysis for piled raft foundations in a homogeneous soil" 28 (28): 82-92, 1989

      30 Poulos, H.G., "An approximate numerical analysis of pile -raft interaction" 18 : 73-92, 1994

      31 Clancy, P., "An approximate analysis procedure for piled raft foundations" 17 : 849-869, 1993

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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
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