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Volumn 21, Issue 5, 2007, Pages 375-381

Failure analysis of a bridge embankment with cracked approach slabs and leaking sand

Author keywords

Backfills; Bridges; Cracking; Embankment; Failures; Radars; Sand

Indexed keywords

BRIDGES; CRACKS; EMBANKMENTS; NONDESTRUCTIVE EXAMINATION; SAND;

EID: 34548695211     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2007)21:5(375)     Document Type: Article
Times cited : (20)

References (7)
  • 1
    • 13444292945 scopus 로고    scopus 로고
    • Developing a correlation between dynamic cone penetrometer data and pavement layer moduli
    • Chen, D.-H., Lin, D.-F., Liau, P.-H., and Bilyeu, J. (2005). " Developing a correlation between dynamic cone penetrometer data and pavement layer moduli.. " Geotech. Test. J., 28 (1), 42-49.
    • (2005) Geotech. Test. J. , vol.28 , Issue.1 , pp. 42-49
    • Chen, D.-H.1    Lin, D.-F.2    Liau, P.-H.3    Bilyeu, J.4
  • 2
    • 34247387209 scopus 로고    scopus 로고
    • Using-nondestructive testing technologies to assist in selecting the optimal pavement rehabilitation strategy
    • Chen, D.-H., and Scullion, T. (2007). " Using-nondestructive testing technologies to assist in selecting the optimal pavement rehabilitation strategy.. " J. Test. Eval., ASTM, 35 (2), 211-219.
    • (2007) J. Test. Eval. , vol.35 , Issue.2 , pp. 211-219
    • Chen, D.-H.1    Scullion, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.