A Simplified Calculation Method for Stress Concentration Ratio of Composite Foundation with Rigid Piles

논문상세정보
    • 저자 Linchang Miao Fei Wang Weihua Lv
    • 제어번호 105917559
    • 학술지명 KSCE Journal of Civil Engineering
    • 권호사항 Vol. 22 No. 9 [ 2018 ]
    • 발행처 대한토목학회
    • 자료유형 학술저널
    • 수록면 3263-3270
    • 언어 English
    • 출판년도 2018
    • 등재정보 KCI등재
    • 소장기관 영남대학교 과학도서관
    • 판매처
    유사주제 논문( 0)

' A Simplified Calculation Method for Stress Concentration Ratio of Composite Foundation with Rigid Piles' 의 참고문헌

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    Miao, L. [2009]
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    Love, J. [2003]
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  • Deformations of geosyntheticreinforced column-supported embankments
    Huang, J. [2006]
  • Consolidation and deformation around stone columns: Numerical evaluation of analytical solutions
    Castro, J. [2011]
  • Code of practice for strengthened/reinforced soils and other fills, BS 8006, 162
  • Benefits of geosynthetic reinforcement in widening of embankments subjected to foundation differential settlement
    Miao, L. [2014]
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    Low, B. K. [1994]
  • Analysis of piled embankments
  • An experimental investigation of soil arching within basal reinforced piled embankments
    Chen, Y. M. [2008]
  • A simplified method for computing consolidation rate of stone column reinforced foundations
    Han, J. [2001]
  • A simplified method for analysis of apiled embankment reinforced with geosynthetics
  • A simplified 2-D evaluation method of arching effect for geosynthetic-reinforced and pile-supported embankment
    Lv, W. H. [2015]
  • A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil
    Han, J. [2002]