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Volumn 14, Issue 10, 2010, Pages 1259-1296

Assessment and control of a SFRC retaining structure: Mechanical issues

Author keywords

Design reliability; GPRS monitoring system; High performance concrete; Post tensioned anchors; Steel fibres

Indexed keywords

DESIGN-RELIABILITY; GPRS MONITORING SYSTEM; HIGH-PERFORMANCE CONCRETE; POST TENSIONED; STEEL FIBRES;

EID: 81255214416     PISSN: 19648189     EISSN: None     Source Type: Journal    
DOI: 10.1080/19648189.2010.9693294     Document Type: Article
Times cited : (7)

References (17)
  • 2
    • 85024160682 scopus 로고    scopus 로고
    • Instructions for design, execution and control of fibre reinforced concrete structures
    • CNR-DT 204. 2006. “Instructions for design, execution and control of fibre reinforced concrete structures”. Italian Recommendations
    • (2006) Italian Recommendations
  • 5
    • 29344437419 scopus 로고    scopus 로고
    • On size effect in tension of SFRC of thin plates “
    • Schmick B.L., Pollington A.D., (eds), USA: April 2004, V.C.Li et al. (Eds.)
    • di Prisco, M., Felicetti, R., Lamperti, M., and Menotti, G., 2004b. “On size effect in tension of SFRC of thin plates “ ”. In Fracture Mechanics of Concrete Structures Vail, Colorado Edited by:Schmick, B. L., and Pollington, A. D., Vol. 2, 1075–1082. USA April 2004, V.C.Li et al. (Eds.)
    • (2004) Fracture Mechanics of Concrete Structures Vail, Colorado , vol.2 , pp. 1075-1082
    • di Prisco, M.1    Felicetti, R.2    Lamperti, M.3    Menotti, G.4
  • 12
    • 0019539391 scopus 로고
    • Design method for stabilizing piles against landslide—One row of piles
    • Ito, T., Matsui, T., and Hong, W. P., 1981. “Design method for stabilizing piles against landslide—One row of piles”. Soils and Foundations, 21 (n° 1):21–37.
    • (1981) Soils and Foundations , vol.21 , Issue.1 , pp. 21-37
    • Ito, T.1    Matsui, T.2    Hong, W.P.3
  • 13
    • 0029415866 scopus 로고
    • Design of reinforcing piles to increase slope stability
    • Poulos, H., 1995. “Design of reinforcing piles to increase slope stability”. Canadian Geotechnical Journal, 32:808–818.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 808-818
    • Poulos, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.