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Volumn , Issue 124, 2004, Pages 980-992

CMC foundation system for embankment support - A case history

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); EMBANKMENTS; FRICTION; GROUND SUPPORTS; LOAD TESTING; PRESSURE CONTROL; SETTLEMENT OF STRUCTURES; SOIL STRUCTURE INTERACTIONS; SOILS; STRUCTURAL DESIGN; TORQUE CONTROL;

EID: 1642359366     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40713(2004)74     Document Type: Conference Paper
Times cited : (17)

References (6)
  • 2
    • 1642279111 scopus 로고    scopus 로고
    • Innovative European technologies to accelerate construction of embankment foundations- part I: GEC, AuGeo, and CFA
    • Deep Foundation Institute, San Diego, CA, October, 3-14
    • Porbaha, A., Brown, D., Macnab, A., Short, R. (2002a) Innovative European technologies to accelerate construction of embankment foundations- part I: GEC, AuGeo, and CFA. Proceedings of Time Factor in Design and Construction of Deep Foundations, Deep Foundation Institute, San Diego, CA, October, 3-14.
    • (2002) Proceedings of Time Factor in Design and Construction of Deep Foundations
    • Porbaha, A.1    Brown, D.2    Macnab, A.3    Short, R.4
  • 3
    • 1642279111 scopus 로고    scopus 로고
    • Innovative European technologies to accelerate construction of embankment foundations- part II: DM, FMI, Mass Stabilization, and CSV
    • Deep Foundation Institute, San Diego, CA, October, 15-28
    • Porbaha, A., Brown, D., Macnab, A., Short, R. (2002b) Innovative European technologies to accelerate construction of embankment foundations- part II: DM, FMI, Mass Stabilization, and CSV. Proceedings of Time Factor in Design and Construction of Deep Foundations, Deep Foundation Institute, San Diego, CA, October, 15-28.
    • (2002) Proceedings of Time Factor in Design and Construction of Deep Foundations
    • Porbaha, A.1    Brown, D.2    Macnab, A.3    Short, R.4
  • 4
    • 1642331966 scopus 로고    scopus 로고
    • Two and three dimensional numerical analysis of the performance of piled embankment
    • Atlanta
    • Rogbeck, Y. & al. (1998) Two and three dimensional numerical analysis of the performance of piled embankment, 6th International Conference on Geosynthetics, Atlanta
    • (1998) 6th International Conference on Geosynthetics
    • Rogbeck, Y.1
  • 6
    • 0004134929 scopus 로고
    • The Penetrometer and soil exploration Interpretation of penetration diagrams
    • Sanglerat, G. (1972) The Penetrometer and soil exploration Interpretation of penetration diagrams - Theory and Practice, Part 3 - Page 285.
    • (1972) Theory and Practice, Part 3 , pp. 285
    • Sanglerat, G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.