A Simplified Calculation Method for Stress Concentration Ratio of Composite Foundation with Rigid Piles
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저자
Linchang Miao
Fei Wang
Weihua Lv
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제어번호
105917559
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학술지명
KSCE Journal of Civil Engineering
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권호사항
Vol.
22
No.
9
[
2018
]
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발행처
대한토목학회
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자료유형
학술저널
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수록면
3263-3270
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언어
English
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출판년도
2018
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등재정보
KCI등재
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소장기관
영남대학교 과학도서관
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판매처
'
A Simplified Calculation Method for Stress Concentration Ratio of Composite Foundation with Rigid Piles' 의 참고문헌
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Recent advances in column technologies to improve soft soils, Invited keynote lecture
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Principles and Practice of Ground improvement
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Numerical analyses of geosynthetic-reinforced rammed aggregate pier-supported embankments
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German recommendations forreinforced embankments on pile-similar elements
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Geosynthetic reinforced pile-supported embankments
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Experimental study on controlled modulus column methods
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Design methods for basally reinforced pile-supported embankments over soft ground
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Design and performance of an embankment supported using low strength geogrids and vibroconcrete columns
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Deformations of geosyntheticreinforced column-supported embankments
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Consolidation and deformation around stone columns: Numerical evaluation of analytical solutions
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Code of practice for strengthened/reinforced soils and other fills, BS 8006, 162
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Benefits of geosynthetic reinforcement in widening of embankments subjected to foundation differential settlement
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Arching in piled embankment
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Analysis of piled embankments
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An experimental investigation of soil arching within basal reinforced piled embankments
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A simplified method for computing consolidation rate of stone column reinforced foundations
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A simplified method for analysis of apiled embankment reinforced with geosynthetics
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A simplified 2-D evaluation method of arching effect for geosynthetic-reinforced and pile-supported embankment
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A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil
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A Simplified Calculation Method for Stress Concentration Ratio of Composite Foundation with Rigid Piles'
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