메뉴 건너뛰기




Volumn 34, Issue 11, 2010, Pages 1157-1168

Three-dimensional finite element study of arching behavior in slope/drilled shafts system

Author keywords

Arching; Drilled shaft; Finite element; Load transfer; Slope stability; Slopes; Soil arching

Indexed keywords

ARCHING; DRILLED SHAFT; FINITE ELEMENT; LOAD TRANSFER; SLOPES; SOIL ARCHING;

EID: 77956168339     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.851     Document Type: Article
Times cited : (40)

References (30)
  • 3
    • 0344079114 scopus 로고
    • Study on the behaviour of stabilization piles for landslides
    • Fukumoto Y. Study on the behaviour of stabilization piles for landslides. Journal of JSSMFE 1972; 12(2):61-73.
    • (1972) Journal of JSSMFE , vol.12 , Issue.2 , pp. 61-73
    • Fukumoto, Y.1
  • 4
    • 77954610507 scopus 로고
    • Failure condition and reaction distribution of stabilization piles for landslides
    • Fukumoto Y. Failure condition and reaction distribution of stabilization piles for landslides. Proceedings of the 8th Annual Meeting of JSSM, 1973; 549-562.
    • (1973) Proceedings of the 8th Annual Meeting of JSSM , pp. 549-562
    • Fukumoto, Y.1
  • 6
    • 0019539391 scopus 로고
    • Design method for stabilizing piles against landslide-one row of piles
    • Ito T, Matsui T, Hong PW. Design method for stabilizing piles against landslide-one row of piles. Soils and Foundations 1981; 21(1):21-37.
    • (1981) Soils and Foundations , vol.21 , Issue.1 , pp. 21-37
    • Ito, T.1    Matsui, T.2    Hong, P.W.3
  • 7
    • 0020098845 scopus 로고
    • Extended design method for multi-row stabilizing piles against landslide
    • Ito T, Matsui T, Hong PW. Extended design method for multi-row stabilizing piles against landslide. Soils and Foundations 1982; 22(1):1-13.
    • (1982) Soils and Foundations , vol.22 , Issue.1 , pp. 1-13
    • Ito, T.1    Matsui, T.2    Hong, P.W.3
  • 8
    • 7044263891 scopus 로고
    • Slide control by drilled pier walls
    • Reeves RB (ed.). ASCE: New York
    • Nethero MF. Slide control by drilled pier walls. In Application to Landslide Control Problems, Reeves RB (ed.). ASCE: New York, 1982; 61-76.
    • (1982) Application to Landslide Control Problems , pp. 61-76
    • Nethero, M.F.1
  • 9
    • 7044248716 scopus 로고
    • The analysis of wall supports to stabilize slopes
    • Reeves RB (ed.). ASCE: New York
    • Morgenstern NR. The analysis of wall supports to stabilize slopes. In Application of Walls to Landslide Control Problems, Reeves RB (ed.). ASCE: New York, 1982; 19-29.
    • (1982) Application of Walls to Landslide Control Problems , pp. 19-29
    • Morgenstern, N.R.1
  • 12
    • 24744470852 scopus 로고
    • Landslide stabilization using drilled shaft walls
    • Geddes JD (ed.), Pentech Press: London
    • Rollins KM, Rollins RL. Landslide stabilization using drilled shaft walls. In Ground Movements and Structures, Geddes JD (ed.), vol. 4. Pentech Press: London, 1992; 755-770.
    • (1992) Ground Movements and Structures , vol.4 , pp. 755-770
    • Rollins, K.M.1    Rollins, R.L.2
  • 13
    • 0029415866 scopus 로고
    • Design of reinforcing piles to increase slope stability
    • Poulos HG. Design of reinforcing piles to increase slope stability. Canadian Geotechnical Journal 1995; 32: 808-818.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 808-818
    • Poulos, H.G.1
  • 17
    • 0000076038 scopus 로고
    • Stress distribution in dry and saturated sand above a yielding trap-door
    • Harvard University, Cambridge, MA
    • Terzaghi K. Stress distribution in dry and saturated sand above a yielding trap-door. Proceeding, 1st International Conference on Soil Mechanics, Harvard University, Cambridge, MA, vol. 1, 1936; 307-311.
    • (1936) Proceeding, 1st International Conference on Soil Mechanics , vol.1 , pp. 307-311
    • Terzaghi, K.1
  • 21
  • 26
    • 0012700327 scopus 로고    scopus 로고
    • Model tests on pile groups subjected to lateral soil movement
    • Chen LT, Poulos HG, Hull TS. Model tests on pile groups subjected to lateral soil movement. Soils and Foundations 1997; 37(1):1-12.
    • (1997) Soils and Foundations , vol.37 , Issue.1 , pp. 1-12
    • Chen, L.T.1    Poulos, H.G.2    Hull, T.S.3
  • 27
    • 2342500247 scopus 로고    scopus 로고
    • Numerical study of soil arching mechanism in drilled shafts for slope stabilization
    • Liang R, Zeng S. Numerical study of soil arching mechanism in drilled shafts for slope stabilization. Soils and Foundations, Japanese Geotechnical Society 2002; 42(2):83-92.
    • (2002) Soils and Foundations, Japanese Geotechnical Society , vol.42 , Issue.2 , pp. 83-92
    • Liang, R.1    Zeng, S.2
  • 29
    • 0039898611 scopus 로고    scopus 로고
    • ABAQUS, Version 5.8. Hibbitt, Karlsson & Sorensen, Inc.: Rhode Island, U.S.A
    • ABAQUS. ABAQUS Standard User's Manual, Version 5.8. Hibbitt, Karlsson & Sorensen, Inc.: Rhode Island, U.S.A., 1998.
    • (1998) ABAQUS Standard User's Manual
  • 30
    • 4944262049 scopus 로고    scopus 로고
    • SPSS, SPSS Inc.: Chicago, IL, U.S.A
    • SPSS. SPSS Base 12.0 User's Guide. SPSS Inc.: Chicago, IL, U.S.A., 2003.
    • (2003) SPSS Base 12.0 User's Guide


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.