메뉴 건너뛰기




Volumn 39, Issue 4, 2002, Pages 908-923

Effects of specimen consolidation on the laboratory hydraulic conductivity measurement

Author keywords

Hydraulic conductivity; Hydraulic gradient; Permeameter; Specimen consolidation; Volume change

Indexed keywords

HYDRAULIC CONDUCTIVITY; SOILS; STRESSES;

EID: 0036025571     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-036     Document Type: Article
Times cited : (20)

References (17)
  • 2
    • 0000332420 scopus 로고
    • Standard test method for measurement of hydraulic conductivity of standard porous materials using a flexible wall permeameter (D5084)
    • ASTM, Philadelphia
    • (1990) 1990 Annual Book of ASTM Standards , vol.4-9 , pp. 62-69
  • 6
    • 0001979874 scopus 로고
    • Procedure and equipment factors affecting permeability testing of a bentonite-sand liner material
    • Edited by A.I. Johnson, R.K. Frobel, N.J. Cavalli, and C.B. Patterson. American Society for Testing and Materials, Special Technical Publication STP 874
    • (1985) Hydraulic barrier in soil and rock , pp. 1155-1170
    • Edil, T.B.1    Erickson, A.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.