메뉴 건너뛰기




Volumn 111, Issue 3, 2006, Pages

Volumetric behavior of saturated sands under poor drainage conditions

Author keywords

[No Author keywords available]

Indexed keywords

DRAINAGE; GRANULAR MEDIUM; PERMEABILITY; PORE PRESSURE; POREWATER; SATURATED MEDIUM; SLOPE FAILURE; TRIAXIAL TEST; VOLUME;

EID: 34147175194     PISSN: None     EISSN: 21699011     Source Type: Journal    
DOI: 10.1029/2005JF000324     Document Type: Article
Times cited : (9)

References (31)
  • 1
    • 0028977257 scopus 로고
    • Collapse of saturated soil due to reduction in confinement
    • Anderson, S. A., and M. F. Riemer (1995), Collapse of saturated soil due to reduction in confinement, J. Geotech. Geoenviron. Eng., 121(2), 216-220.
    • (1995) J. Geotech. Geoenviron. Eng. , vol.121 , Issue.2 , pp. 216-220
    • Anderson, S.A.1    Riemer, M.F.2
  • 2
    • 0029414108 scopus 로고
    • Analysis of rainfall-induced debris flows
    • Anderson, S. A., and N. Sitar (1995), Analysis of rainfall-induced debris flows, J. Geotech. Geoenviron. Eng., 121(7), 552-554.
    • (1995) J. Geotech. Geoenviron. Eng. , vol.121 , Issue.7 , pp. 552-554
    • Anderson, S.A.1    Sitar, N.2
  • 4
    • 0033827463 scopus 로고    scopus 로고
    • Geomorphological, hydrological and sedimentary control of an artificially induced debris flow
    • Bonte, M., P. Ergenzinger, and A. Rauen (2000), Geomorphological, hydrological and sedimentary control of an artificially induced debris flow, Phys. Chem. Earth, Part B, 25, 745-749.
    • (2000) Phys. Chem. Earth, Part B , vol.25 , pp. 745-749
    • Bonte, M.1    Ergenzinger, P.2    Rauen, A.3
  • 6
    • 0002541377 scopus 로고
    • Characteristics of cohesionless soils affecting the stability of slopes and earth fills
    • January, (Reprinted, Contributions to Soil Mechanics, 1925 to 1940, pp. 257-276, Boston Soc. of Civ. Eng., Boston, Mass., 1940)
    • Casagrande, A. (1936), Characteristics of cohesionless soils affecting the stability of slopes and earth fills, J. Boston Soc. Civ. Eng., January, 13-32. (Reprinted, Contributions to Soil Mechanics, 1925 to 1940, pp. 257-276, Boston Soc. of Civ. Eng., Boston, Mass., 1940)
    • (1936) J. Boston Soc. Civ. Eng. , pp. 13-32
    • Casagrande, A.1
  • 9
    • 0347317959 scopus 로고    scopus 로고
    • Unstable behavior of sand and its implication for slope instability
    • Chu, J., S. Leroueil, and W. K. Leong (2003), Unstable behavior of sand and its implication for slope instability, Can. Geotech. J., 40, 873-885.
    • (2003) Can. Geotech. J. , vol.40 , pp. 873-885
    • Chu, J.1    Leroueil, S.2    Leong, W.K.3
  • 10
    • 0003828681 scopus 로고
    • The initiation and development of slope failures with particular reference to flowslides
    • Ph.D. dissertation, James Cook Univ., Townsville, Queensl., Australia
    • Eckersley, J. D. (1986), The initiation and development of slope failures with particular reference to flowslides, Ph.D. dissertation, 264 pp., James Cook Univ., Townsville, Queensl., Australia.
    • (1986) , pp. 264
    • Eckersley, J.D.1
  • 11
    • 0025586388 scopus 로고
    • Instrumented laboratory flowslides
    • Eckersley, J. D. (1990), Instrumented laboratory flowslides, Geotechnique, 40, 489-502.
    • (1990) Geotechnique , vol.40 , pp. 489-502
    • Eckersley, J.D.1
  • 12
    • 0023470921 scopus 로고
    • Mobilization of debris flows from soil slips, San Francisco Bay region, California
    • Ellen, S. D., and R. W. Fleming (1987), Mobilization of debris flows from soil slips, San Francisco Bay region, California, Rev. Eng. Geol., 7, 31-40.
    • (1987) Rev. Eng. Geol. , vol.7 , pp. 31-40
    • Ellen, S.D.1    Fleming, R.W.2
  • 14
    • 0031414779 scopus 로고    scopus 로고
    • The physics of debris flows
    • Iverson, R. M. (1997), The physics of debris flows, Rev. Geophys., 35(3), 245-296.
    • (1997) Rev. Geophys. , vol.35 , Issue.3 , pp. 245-296
    • Iverson, R.M.1
  • 17
    • 0025570812 scopus 로고
    • Hydrologic conditions leading to debris-flow initiation
    • Johnson, K. A., and N. Sitar (1990), Hydrologic conditions leading to debris-flow initiation, Can. Geotech. J., 27, 789-801.
    • (1990) Can. Geotech. J. , vol.27 , pp. 789-801
    • Johnson, K.A.1    Sitar, N.2
  • 18
    • 34147094379 scopus 로고    scopus 로고
    • Failure of saturated sandy soils due to increase in pore water pressure
    • Ph.D. dissertation Univ. of Hong Kong, Hong Kong
    • Junaideen, S. M. (2005), Failure of saturated sandy soils due to increase in pore water pressure, Ph.D. dissertation, 236 pp., Univ. of Hong Kong, Hong Kong.
    • (2005) , pp. 236
    • Junaideen, S.M.1
  • 19
    • 29644438010 scopus 로고    scopus 로고
    • Failure process and hydrologic response of a two layer physical model: Implications for rain-fall-induced landslides
    • Lourenço, S. D. N., K. Sassa, and H. Fukuoka (2006), Failure process and hydrologic response of a two layer physical model: Implications for rain-fall-induced landslides, Geomorphology, 73, 115-130.
    • (2006) Geomorphology , vol.73 , pp. 115-130
    • Lourenço, S.D.N.1    Sassa, K.2    Fukuoka, H.3
  • 20
    • 0001373709 scopus 로고
    • The influence of macropores on debris flow initiation
    • McDonnell, J. (1990), The influence of macropores on debris flow initiation, Q. J. Eng. Geol., 23, 325-331.
    • (1990) Q. J. Eng. Geol. , vol.23 , pp. 325-331
    • McDonnell, J.1
  • 22
    • 84899598066 scopus 로고    scopus 로고
    • Failure processes in a full-scale landslide experiment using a rainfall simulator
    • Moriwaki, H., T. Inokuchi, T. Hattanji, K. Sassa, H. Ochiai, and G. Wang (2004), Failure processes in a full-scale landslide experiment using a rainfall simulator, Landslides, 1, 277-288.
    • (2004) Landslides , vol.1 , pp. 277-288
    • Moriwaki, H.1    Inokuchi, T.2    Hattanji, T.3    Sassa, K.4    Ochiai, H.5    Wang, G.6
  • 23
    • 0035521847 scopus 로고    scopus 로고
    • Radiographic and microscopic observation of shear bands in granular materials
    • Nemat-Nasser, S., and N. Okada (2001), Radiographic and microscopic observation of shear bands in granular materials, Geotechnique, 51, 753-765.
    • (2001) Geotechnique , vol.51 , pp. 753-765
    • Nemat-Nasser, S.1    Okada, N.2
  • 26
    • 0031202415 scopus 로고
    • Slope instability caused by small variations in permeability
    • Reid, M. E. (1995), Slope instability caused by small variations in permeability, J. Geotech. Geoenviron. Eng., 123, 717-725.
    • (1995) J. Geotech. Geoenviron. Eng. , vol.123 , pp. 717-725
    • Reid, M.E.1
  • 28
    • 1642279860 scopus 로고    scopus 로고
    • Landslides in Rio de Janeiro: The role played by variations in soil permeability
    • Vieira, B. C., and N. F. Fernandes (2004), Landslides in Rio de Janeiro: The role played by variations in soil permeability, Hydrol. Processes, 18, 791-805.
    • (2004) Hydrol. Processes , vol.18 , pp. 791-805
    • Vieira, B.C.1    Fernandes, N.F.2
  • 29
    • 0035467322 scopus 로고    scopus 로고
    • Factors affecting rainfall-induced flow-slides in laboratory flume tests
    • Wang, G., and K. Sassa (2001), Factors affecting rainfall-induced flow-slides in laboratory flume tests, Geotechnique, 51, 587-599.
    • (2001) Geotechnique , vol.51 , pp. 587-599
    • Wang, G.1    Sassa, K.2
  • 30
    • 0037399627 scopus 로고    scopus 로고
    • Pore-pressure generation and movement of rainfall-induced landslides: Effects of grain size and fine particle content
    • Wang, G., and K. Sassa (2003), Pore-pressure generation and movement of rainfall-induced landslides: Effects of grain size and fine particle content, Eng. Geol., 69, 109-125.
    • (2003) Eng. Geol. , vol.69 , pp. 109-125
    • Wang, G.1    Sassa, K.2
  • 31
    • 0032007721 scopus 로고    scopus 로고
    • Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides
    • Zhu, J. H., and S. A. Anderson (1998), Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides, Geotechnique, 48, 73-82.
    • (1998) Geotechnique , vol.48 , pp. 73-82
    • Zhu, J.H.1    Anderson, S.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.