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Volumn 128, Issue 1, 2002, Pages 44-53

Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil

Author keywords

Earth reinforcement; Load transfer; Numerical analysis; Piles; Soft soils; Stress distribution

Indexed keywords

DEFORMATION; ELASTIC MODULI; EMBANKMENTS; FAILURE ANALYSIS; GEOTECHNICAL ENGINEERING; PILE FOUNDATIONS; SOIL STRUCTURE INTERACTIONS; STIFFNESS;

EID: 0036151011     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2002)128:1(44)     Document Type: Article
Times cited : (661)

References (22)
  • 4
    • 0004001368 scopus 로고
    • Code of Practice for Strengthened/Reinforced Soils and Other Fills
    • British Standard BS 8006, British Standard Institution, London
    • (1995) , pp. 162
  • 8
    • 0003000620 scopus 로고    scopus 로고
    • Design and construction of embankments on geosynthetic reinforced platforms supported by piles
    • Central Pennsylvania Section, ASCE and Pennsylvania Department of Transportation, Hershey, Penn
    • (1999) Proc., 1999 ASCE/ PaDOT Geotechnical Seminar , pp. 66-84
    • Han, J.1
  • 18
    • 0008020692 scopus 로고
    • Design of Tensar geogrid reinforcement to support landfill lining and cover systems
    • Tensar Corporation
    • (1989) Tensar Tech. Note No. TTN: WM3 , pp. 24


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.