메뉴 건너뛰기




Volumn 128, Issue 1, 2002, Pages 85-91

Undrained anisotropic monotonic behavior of sand from in situ tests

Author keywords

Dikes; In situ tests; Penetration tests; Sand; Stress strain curves

Indexed keywords

PRESSURE MEASUREMENT; SAND; SEISMOLOGY;

EID: 0036156009     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2002)128:1(85)     Document Type: Article
Times cited : (7)

References (36)
  • 4
    • 85009347720 scopus 로고
    • Shear characteristics of a saturated silt, measured in triaxial compression: Correspondence
    • (1952) Geotechnique , vol.2 , pp. 43-45
    • Bishop, A.W.1
  • 5
  • 18
    • 2042423970 scopus 로고
    • Phase II-Activity 4B: In-situ ground freezing and sampling at the Phase II test site
    • Dept. of Civil Engineering, Univ. of Alberta, Alta., Canada
    • (1994) CANLEX Rep
    • Hofmann, B.A.1    Sego, D.C.2
  • 19
    • 2042419865 scopus 로고
    • Phase III-Activity 4B: In-situ ground freezing and sampling at the Phase III event site
    • Dept. of Civil Engineering, Univ. of Alberta, Alta., Canada
    • (1995) CANLEX Rep
    • Hofmann, B.A.1    Sego, D.C.2
  • 21
  • 24
    • 84996360032 scopus 로고
    • Initial fabrics and their relations to mechanical properties of granular material
    • (1972) Soils Found , vol.12 , Issue.1 , pp. 17-37
    • Oda, M.1
  • 36
    • 0028667282 scopus 로고
    • State parameter from self-boring pressuremeter tests in sand
    • (1994) J. Geotech. Eng , vol.120 , Issue.12 , pp. 2118-2135
    • Yu, H.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.