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Volumn 27, Issue 2, 2009, Pages 281-288

Residual and fully softened strength evaluation of soils using artificial neural networks

Author keywords

ANN; Atterberg limits; Clay; Clay fraction; Fully softened shear strength; Normal effective stress; Residualshear strength; Shale; Slope stability

Indexed keywords

BACKPROPAGATION; CLAY MINERALS; FORECASTING; FRICTION; LIQUIDS; NEURAL NETWORKS; SENSITIVITY ANALYSIS; SHALE; SHEAR STRENGTH; SLOPE STABILITY; SOILS; TRANSPORT PROPERTIES; TRIBOLOGY;

EID: 61749101060     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-008-9228-x     Document Type: Article
Times cited : (34)

References (8)
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    • Kenney, T.C.1
  • 2
    • 0019583266 scopus 로고
    • The drained residual strength of cohesive soils
    • Lupini JF, Skinner AE, Vaughan PR (1981) The drained residual strength of cohesive soils. Geotechnique 31:181-213
    • (1981) Geotechnique , vol.31 , pp. 181-213
    • Lupini, J.F.1    Skinner, A.E.2    Vaughan, P.R.3
  • 3
    • 0022737342 scopus 로고
    • Residual strength of clays and shales
    • Mesri G, Cepeda-Diaz AF (1986) Residual strength of clays and shales. Geotechnique 36:269-274
    • (1986) Geotechnique , vol.36 , pp. 269-274
    • Mesri, G.1    Cepeda-Diaz, A.F.2
  • 4
    • 0022037951 scopus 로고
    • Residual strength of clays in landslides, folded strata and the laboratory
    • Skempton AW (1985) Residual strength of clays in landslides, folded strata and the laboratory. Geotechnique 35:3-18
    • (1985) Geotechnique , vol.35 , pp. 3-18
    • Skempton, A.W.1
  • 5
    • 0028669197 scopus 로고
    • Drained residual strength of cohesive soils
    • doi: 10.1061/(ASCE)0733-9410(1994)120:5(856)
    • Stark TD, Eid HT (1994) Drained residual strength of cohesive soils. J Geotech Eng 120:856-871. doi: 10.1061/(ASCE)0733-9410(1994)120:5(856)
    • (1994) J Geotech Eng , vol.120 , pp. 856-871
    • Stark, T.D.1    Eid, H.T.2
  • 6
    • 18144366976 scopus 로고    scopus 로고
    • Drained shear strength parameters for analysis of landslides
    • Stark TD, Choi H, McCone S (2005) Drained shear strength parameters for analysis of landslides. J Geotech Geoenviron Eng ASCE 131:575-588
    • (2005) J Geotech Geoenviron Eng ASCE , vol.131 , pp. 575-588
    • Stark, T.D.1    Choi, H.2    McCone, S.3
  • 7
    • 61749100203 scopus 로고    scopus 로고
    • Evaluation of soil shear strengths for slope and retaining wall stability with emphasis on high plasticity clays
    • Center for Transportation Research, University of Texas at Austin, TX
    • Wright SG (2005) Evaluation of soil shear strengths for slope and retaining wall stability with emphasis on high plasticity clays, Research Report FHW/TX-06/51874-01-1. Center for Transportation Research, University of Texas at Austin, TX, 100 pp
    • (2005) Research Report FHW/TX-06/51874-01-1 , pp. 100
    • Wright, S.G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.