메뉴 건너뛰기




Volumn 63, Issue 14, 2005, Pages 1991-2016

Combining upper bound and strain path methods for evaluating penetration resistance

Author keywords

Clay; Penetration testing; Strain path method; Strain rates; Strain softening; Upper bound method

Indexed keywords

PILES; SOILS; STRAIN; STRENGTH OF MATERIALS;

EID: 23144452648     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/nme.1350     Document Type: Article
Times cited : (484)

References (25)
  • 3
    • 0026299508 scopus 로고
    • Pore pressure fields around piezocone penetrometers installed in clays
    • Beer, Booker, Carter (eds), Balkema: Rotterdam
    • Whittle AJ, Aubeny CP. Pore pressure fields around piezocone penetrometers installed in clays. In Computer Methods and Advances in Geomechanics, Beer, Booker, Carter (eds), vol. 1. Balkema: Rotterdam, 1991; 285-290.
    • (1991) Computer Methods and Advances in Geomechanics , vol.1 , pp. 285-290
    • Whittle, A.J.1    Aubeny, C.P.2
  • 4
    • 0025919875 scopus 로고
    • An analytical study of the cone penetration test in clay
    • Teh CI, Houlsby GT. An analytical study of the cone penetration test in clay. Geotechnique 1991; 41(1): 17-34.
    • (1991) Geotechnique , vol.41 , Issue.1 , pp. 17-34
    • Teh, C.I.1    Houlsby, G.T.2
  • 5
    • 84994117571 scopus 로고
    • Strain hardening and strain rate effects in plastic flow through conical converging dies
    • Series B
    • Avitzur B. Strain hardening and strain rate effects in plastic flow through conical converging dies. Journal of Engineering for Industries, Transactions of the ASME, Series B 1967; 89 (3):556-562.
    • (1967) Journal of Engineering for Industries, Transactions of the ASME , vol.89 , Issue.3 , pp. 556-562
    • Avitzur, B.1
  • 7
    • 0021286427 scopus 로고
    • Density variation in pseudo-steady plastic flow of granular media
    • Drescher A, Michalowski RL. Density variation in pseudo-steady plastic flow of granular media. Geotechnique 1984; 34(1):1-10.
    • (1984) Geotechnique , vol.34 , Issue.1 , pp. 1-10
    • Drescher, A.1    Michalowski, R.L.2
  • 8
    • 0024863583 scopus 로고
    • Analytical methods in limit analysis
    • Drescher A. Analytical methods in limit analysis. Ingenieur-Archiv 1989; 59:138-147.
    • (1989) Ingenieur-Archiv. , vol.59 , pp. 138-147
    • Drescher, A.1
  • 9
    • 2542480220 scopus 로고    scopus 로고
    • A numerical study of cone penetration in clay
    • Lu Q, Randolph MF, Hu Y, Bugarski IC. A numerical study of cone penetration in clay. Geotechnique 2004; 54(4):257-267.
    • (2004) Geotechnique , vol.54 , Issue.4 , pp. 257-267
    • Lu, Q.1    Randolph, M.F.2    Hu, Y.3    Bugarski, I.C.4
  • 18
    • 0021598564 scopus 로고
    • The limiting pressure on a circular pile loaded laterally in cohesive soil
    • Randolph MF, Houlsby GT. The limiting pressure on a circular pile loaded laterally in cohesive soil. Geotechnique 1984; 34(4):613-623.
    • (1984) Geotechnique , vol.34 , Issue.4 , pp. 613-623
    • Randolph, M.F.1    Houlsby, G.T.2
  • 19
    • 0034302510 scopus 로고    scopus 로고
    • Limiting resistance of a spherical penetrometer in cohesive material
    • Randolph MF, Martin CM, Hu Y. Limiting resistance of a spherical penetrometer in cohesive material. Geotechnique 2000; 50 (5):573-582.
    • (2000) Geotechnique , vol.50 , Issue.5 , pp. 573-582
    • Randolph, M.F.1    Martin, C.M.2    Hu, Y.3
  • 20
    • 0037233490 scopus 로고    scopus 로고
    • Generalised framework for 3-dimensional upper bound limit analysis
    • (ASME)
    • Puzrin AM, Randolph MF. Generalised framework for 3-dimensional upper bound limit analysis. Journal of Engineering Mechanics (ASME) 2003; 70(1):91-100.
    • (2003) Journal of Engineering Mechanics , vol.70 , Issue.1 , pp. 91-100
    • Puzrin, A.M.1    Randolph, M.F.2
  • 22
    • 0542406460 scopus 로고
    • The effect of penetration rate on the strength of remolded clay and sand samples
    • Dayal U, Allen JH. The effect of penetration rate on the strength of remolded clay and sand samples. Canadian Geotechnical Journal 1975; 336.
    • (1975) Canadian Geotechnical Journal , pp. 336
    • Dayal, U.1    Allen, J.H.2
  • 23
    • 0042414068 scopus 로고    scopus 로고
    • Influence of peripherical velocity on vane shear strength of an artificial clay
    • Biscontin G, Pestana JM. Influence of peripherical velocity on vane shear strength of an artificial clay. Geotechnical Testing Journal 2001; 24(4):423-429.
    • (2001) Geotechnical Testing Journal , vol.24 , Issue.4 , pp. 423-429
    • Biscontin, G.1    Pestana, J.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.