연구동향 분석

한계상태설계를 위한 단일 쇄석다짐말뚝의 목표신뢰도지수

유영권(Youngkwon You) 임희대(Heuidae Lim) 박준모(Joonmo Park) 2014년

논문상세정보
인용/피인용
' 한계상태설계를 위한 단일 쇄석다짐말뚝의 목표신뢰도지수' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 토목역학, 토목재료
  • gravelcompactionpiles
  • limitstatedesign
  • probability of failure
  • reliability analysis
  • target reliability index
  • 목표신뢰도지수
  • 쇄석다짐말뚝
  • 신뢰성해석
  • 파괴확률
  • 한계상태설계법
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
718 0

0.0%

' 한계상태설계를 위한 단일 쇄석다짐말뚝의 목표신뢰도지수' 의 참고문헌

  • 테르자기 압밀이론을 이용한 최종압밀침하량에 관한 신뢰성 해석
    채종길 대한토목학회 논문집C 28 (6) : 349 ~ 358 [2008]
  • 안벽 신뢰성 설계 표준서(최종안)-중력식및 잔교식 : 197 ~ 188
  • 고강도 지오그리드 보강 Stone Column 공법의 실용화 연구
  • ln-situ measurement of soil properties with the pressuremeter
    Gibson, R. E. Civil Engineering 56 : 615 ~ 620 [1961]
  • Updating the calibration report for the AASHTO LRFD code, Final Report for NCHRP Project 20-07/186 : 11 ~
  • Uncertainties in characterizing soil properties
    Lacasse, S. Proceedings of Uncertainty in the Geologic Environment: From Theory to Practice 1 : 49 ~ 75 [1996]
  • Study on reliability-based design of improvement of clay layer by sand compaction piles, Soils and Foundations
    Matsuo, M. Japanese Geotechnical Society 23 (3) : 112 ~ 122 [1983]
  • Studies of reliability based design on deep mixing improved ground
    Kitazume, M. Report of Port and Airport Research Institute : 3 ~ 44 [2007]
  • Settlement response of soft soils reinforced by compacted sand columns
    Juran, I. Journal of Geotechnical and Geoenvironmental Engineering 114 (8) : 930 ~ 943 [1988]
  • Settlement analysis of skirted granular piles
    Rao, B. G. Journal of Geotechnical Engineering Division 114 (1) : 729 ~ 736 [1988]
  • Safety factors in soil mechanics
    Meyerhof, G. Canadian Geotechnical Journal 7 (4) : 349 ~ 355 [1970]
  • Reliability of offshore foundations-state of the art
    Wu, T. Journal of Geotechnical Engineering 115 (2) : 157 ~ 178 [1989]
  • Reliability of axially loaded driven pile groups
    Zhang, L. Journal of Geotechnical and Geoenvironmental Engineering 127 (12) : 1051 ~ 1060 [2001]
  • Reinforcing of soft cohesive soils with stone columns
    Hughes, J. M. O. Ground Engineering 7 (3) : 42 ~ 49 [1974]
  • Probability-based load criteria for structural design
    Ellingwood, B. R. Structural Safety 1 : 15 ~ 26 [1982]
  • Practical reliability based design approach for foundation engineering, Research Record 1546
    Phoon, K. K. Transportation Research Board : 94 ~ 99 [1996]
  • Performance reliability of offshore piles
    Tang, W. Proceedings of the 22nd Annual Off-shore Technology Conference 3 : 299 ~ 308 [1990]
  • Numerical study and load resistance factor design(LRFD) Calibration for Reinforced Soil Retaining Walls
    Huang, B. Q. Queen's University [2010]
  • NCHRP Report 701: Proposed specifications for LRFD soil-nailing design and construction : 14 ~
  • NCHRP Report 651: LRFD design and construction of shallow foundations for highway bridge structures
  • NCHRP Report 507: Load and resistance factor design (LRFD) for deep foundations
  • NCHRP Report 343: Manuals for the design of bridge foundations : A1 ~ A51
  • Methods of structural safety
    Madsen, H. O. Prentice Hall : 342 ~ [1986]
  • Mechanical improvement of soils below ground surface
    Greenwood, D. A. Proceedings of Conference on Ground Engineering, Institution of Civil Engineers : 11 ~ 22 [1970]
  • Initial bearing capacity of stone columns and sand piles
    Brauns, J. Symposium on Soil Reinforcing and Stabilizing Technique : 477 ~ 496 [1978]
  • General principles on reliability for structures
    International Standard ISO 2394:1998(E) : 1 ~ 73 [1998]
  • Full scale load test of granular piles with different densities and different proportions of gravel and sand in the soft Bangkok clay
    Bergado, D. T. Soils and Foundations Journal 27 (1) : 86 ~ 93 [1987]
  • Foundation engineering, developments in geotechnical engineering, No. 75
    Hansbo, S. Elsevier Press : 450 ~ 455 [1994]
  • Expantion of cavities in infinite soil mass
    Vesic, A. S. Journal of Soil Mechanics and Foundation 98 (SM3) : 265 ~ 290 [1972]
  • Eurocode7-geotechnical design
    CEN European Committee for Standardization, TC250 : 9 ~ [2004]
  • Estimation of ultimate bearing capacity for bulging failure of granular group piles
    Kim, H. T. KGS Fall ′97 National Conference : 73 ~ 80 [1997]
  • Eighteenth canadian geotechnical colloquium:limit state design for foundations, Part II, Development for the National Building Code of Canada
    Becker, D. E. Canadian Geotechnical Journal 33 (6) : 984 ~ 1007 [1996]
  • EPRI study on LRFD and MRFD for transmission line structure foundations, In Foundation Design Codes and Soil Investigation in View of International Harmonization and Performance
    Phoon, K. K. Swets and Zeitlinger : 253 ~ 261 [2002]
  • EN1990 Eurocode 0-Basis of structural design : 88 ~
    CEN [2001]
  • Development of the simplified method for internal stability of mechanically stabilized earth(MSE) walls
  • Developing new AASHTO LRFD specification for retaining walls, Final Report, NCHRP Project 20-7 : 50 ~
  • Design and construction of stone columns, Federal Highway Administration : 28 ~
  • Densities and friction angles of granular materials with standard gradations 21b and #57, Report CPGR #45 : 100 ~
  • Analysis of LRFD resistance factors for internal stability of deep mixing improved ground
    Park, J. M. Dongguk University [2012]
  • AASHTO LRFD bridge design specifications
    AASHTO Association of State Highway and Transportation Officials : 3 ~ 13 [2007]
  • A field trial of the reinforcing effect of a stone column in soil
    Hughes, J. M. O. Geotechnique 25 (1) : 31 ~ 44 [1975]