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Volumn 13, Issue 3, 2003, Pages 161-168

Comparative behavior of laterally loaded groups of bored and driven piles in cohesionless soil

Author keywords

Construction; Foundation; Piles; Sand; Taiwan

Indexed keywords

BENDING STRENGTH; BORING; STIFFNESS;

EID: 0141872092     PISSN: 10535381     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (5)

References (10)
  • 5
    • 0002183403 scopus 로고    scopus 로고
    • The Florida pier analysis program: Methods and models for pier analysis and design
    • Transport Res Board
    • Hoit, M, Hays, C, and McVay, M (1997). "The Florida Pier Analysis Program: Methods and Models for Pier Analysis and Design," Transport Res Record No. 1569, Transport Res Board, pp 1-7.
    • (1997) Transport Res Record No. 1569 , pp. 1-7
    • Hoit, M.1    Hays, C.2    McVay, M.3
  • 6
    • 0014891022 scopus 로고
    • Correlations for design of laterally loaded piles in soft clays
    • Houston
    • Matlock, H (1970). "Correlations for Design of Laterally Loaded Piles in Soft Clays," 2nd Offshore Tech Conf, Houston, pp 578-588.
    • (1970) 2nd Offshore Tech Conf , pp. 578-588
    • Matlock, H.1
  • 7
    • 0018059180 scopus 로고
    • Analysis of deformation of vertically loaded piles
    • ASCE
    • Randolph, MF, and Wroth, CP (1978). "Analysis of Deformation of Vertically Loaded Piles," J Geot Eng Div, ASCE, pp 1465-1488.
    • (1978) J Geot Eng Div , pp. 1465-1488
    • Randolph, M.F.1    Wroth, C.P.2
  • 8
    • 85049353231 scopus 로고
    • Analysis of laterally loaded piles in sand
    • Houston
    • Reese, LC, Cox, WR, and Koop, FC (1974). "Analysis of Laterally Loaded Piles in Sand," Offshore Tech Conf, Houston, pp 473-484.
    • (1974) Offshore Tech Conf , pp. 473-484
    • Reese, L.C.1    Cox, W.R.2    Koop, F.C.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.