메뉴 건너뛰기




Volumn 9, Issue 3, 2012, Pages 349-356

Back analyses of rainfall-induced slope failure in Northland Allochthon formation

Author keywords

Field monitoring; Rainfall; Seepage analyses; Slope failure

Indexed keywords

BACK ANALYSIS; CUT SLOPE; EARLY WARNING SYSTEM; FACTOR OF SAFETY; FIELD MONITORING; FIELD OBSERVATIONS; NEW ZEALAND; RAINFALL EVENT; RAINFALL INDUCED LANDSLIDES; SEEPAGE ANALYSIS; SLOPE FAILURE; SLOPE STABILITY ANALYSIS; SOIL PARAMETERS; STATE HIGHWAYS; VOLUMETRIC WATER CONTENT;

EID: 84865816767     PISSN: 1612510X     EISSN: 16125118     Source Type: Journal    
DOI: 10.1007/s10346-011-0309-1     Document Type: Article
Times cited : (48)

References (20)
  • 1
    • 0019637377 scopus 로고
    • A physicoempirical model to predict the soil moisture characteristic from particle-size distribution and bulk density data
    • Arya LM, Paris JF (1981) A physicoempirical model to predict the soil moisture characteristic from particle-size distribution and bulk density data. Soil Sci Soc Am J 45: 1023-1030.
    • (1981) Soil Sci Soc Am J , vol.45 , pp. 1023-1030
    • Arya, L.M.1    Paris, J.F.2
  • 3
    • 0032768216 scopus 로고    scopus 로고
    • Scaling parameter to predict the soil water characteristic from particle-size distribution data
    • Arya LM, Leij FJ, van Genuchten MT, Shouse PJ (1999) Scaling parameter to predict the soil water characteristic from particle-size distribution data. Soil Sci Soc Am J 63: 510-519.
    • (1999) Soil Sci Soc Am J , vol.63 , pp. 510-519
    • Arya, L.M.1    Leij, F.J.2    van Genuchten, M.T.3    Shouse, P.J.4
  • 4
    • 0036293987 scopus 로고    scopus 로고
    • Regolith stripping and the control of shallow translational hillslope failure: application of a two-dimensional coupled soil hydrology-slope stability model, Hawke's Bay, New Zealand
    • Brooks SM, Crozier MJ, Preston NJ, Anderson MG (2002) Regolith stripping and the control of shallow translational hillslope failure: application of a two-dimensional coupled soil hydrology-slope stability model, Hawke's Bay, New Zealand. Geomorphology 45: 165-179.
    • (2002) Geomorphology , vol.45 , pp. 165-179
    • Brooks, S.M.1    Crozier, M.J.2    Preston, N.J.3    Anderson, M.G.4
  • 5
    • 70349863215 scopus 로고    scopus 로고
    • Simulation of a slope failure induced by rainfall infiltration
    • Chen RH, Chen HP, Chen KS, Zhung HB (2009) Simulation of a slope failure induced by rainfall infiltration. Eng Geol 58(5): 943-952.
    • (2009) Eng Geol , vol.58 , Issue.5 , pp. 943-952
    • Chen, R.H.1    Chen, H.P.2    Chen, K.S.3    Zhung, H.B.4
  • 6
    • 1842639320 scopus 로고    scopus 로고
    • Stability analysis of rainfall induced landslides
    • Collins BD, Znidarcic D (2004) Stability analysis of rainfall induced landslides. J Geotech Geoenviron Eng 130(4): 367-372.
    • (2004) J Geotech Geoenviron Eng , vol.130 , Issue.4 , pp. 367-372
    • Collins, B.D.1    Znidarcic, D.2
  • 7
    • 78649442493 scopus 로고    scopus 로고
    • In situ measurement of soil moisture and pore-water pressures in an 'incipient' landslide: Lake Tutira, New Zealand
    • Hawke R, McConchie J (2011) In situ measurement of soil moisture and pore-water pressures in an 'incipient' landslide: Lake Tutira, New Zealand. J Environ Manage 92(2): 266-274.
    • (2011) J Environ Manage , vol.92 , Issue.2 , pp. 266-274
    • Hawke, R.1    McConchie, J.2
  • 9
    • 24944526332 scopus 로고    scopus 로고
    • Comparison of field and laboratory soil-water characteristic curves
    • Li AG, Tham LG, Yue ZQ, Lee CF, Law KT (2005) Comparison of field and laboratory soil-water characteristic curves. J Geotech Geoenviron Eng 131(9): 1176-1180.
    • (2005) J Geotech Geoenviron Eng , vol.131 , Issue.9 , pp. 1176-1180
    • Li, A.G.1    Tham, L.G.2    Yue, Z.Q.3    Lee, C.F.4    Law, K.T.5
  • 10
    • 84865815390 scopus 로고    scopus 로고
    • NIWA, GNS Science
    • NIWA, GNS Science (2009) Natural Hazards 2008.
    • (2009) Natural Hazards 2008
  • 13
    • 36448995016 scopus 로고    scopus 로고
    • Factors controlling instability of homogeneous soil slopes under rainfall
    • Rahardjo H, Ong TH, Rezaur RB, Leong EC (2007) Factors controlling instability of homogeneous soil slopes under rainfall. J Geotech Geoenviron Eng 133(12): 1532-1543.
    • (2007) J Geotech Geoenviron Eng , vol.133 , Issue.12 , pp. 1532-1543
    • Rahardjo, H.1    Ong, T.H.2    Rezaur, R.B.3    Leong, E.C.4
  • 14
    • 77957910739 scopus 로고    scopus 로고
    • Effects of groundwater table position and soil properties on stability of slope during rainfall
    • Rahardjo H, Nio AS, Leong EC, Song NY (2010) Effects of groundwater table position and soil properties on stability of slope during rainfall. J Geotech Geoenviron Eng 136(11): 1555-1564.
    • (2010) J Geotech Geoenviron Eng , vol.136 , Issue.11 , pp. 1555-1564
    • Rahardjo, H.1    Nio, A.S.2    Leong, E.C.3    Song, N.Y.4
  • 16
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5): 892-898.
    • (1980) Soil Sci Soc Am J , vol.44 , Issue.5 , pp. 892-898
    • van Genuchten, M.T.1
  • 17
    • 0030157621 scopus 로고    scopus 로고
    • Model for the prediction of shear strength with respect to soil suction
    • Vanapalli SK, Fredlund DG, Pufahl DE, Clifton AW (1996) Model for the prediction of shear strength with respect to soil suction. Can Geotech J 33(3): 379-392.
    • (1996) Can Geotech J , vol.33 , Issue.3 , pp. 379-392
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufahl, D.E.3    Clifton, A.W.4
  • 20
    • 34447092418 scopus 로고    scopus 로고
    • Field study of rainfall infiltration into a grassed unsaturated expansive soil slope
    • Zhan LT, Ng CWW, Fredlund DG (2007) Field study of rainfall infiltration into a grassed unsaturated expansive soil slope. Can Geotech J 44: 392-408.
    • (2007) Can Geotech J , vol.44 , pp. 392-408
    • Zhan, L.T.1    Ng, C.W.W.2    Fredlund, D.G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.