참고문헌
- 터널과 지하공간 v.8 no.4 편재절리모델을 이용한 절리 암반사면의 안정성 해 박연준;유광호
- 터널과 지하공간 v.7 no.3 편재절리모델의 유용성과 한계성 박연준;Dawson, E. M.
- 서울대학교 대학원 박사학위 논문 록볼트로 보강한 절리암반의 점소성 거동에 관한 수치해석 모델 개발 이연규
- Geotechcnique v.5 The use of the slip circle in the stability analysis of slopes Bishop, A. W.
- Proceedings, Second International Conference on Constitutive Laws for Engineering Materials: Theory and Applicaiton A general 3-D model for a jointed rock mass Blanford, M. L.;Key, S. W.;Chieslar, J. D.;C.S. Deasai(et al)(ed.)
- J. Appl. Mech. Trans v.56 A computational model for jointed media with orthogonal sets of joints Chen, E. P.
- J. Geotech. Engng. Div. Am. Soc. Civ. Engrs v.122 no.3 State of the art: limit equilibrium and finite-element analysis of slopes Duncan, J. M.
- Geotechnique v.49 no.6 Slope stability analysis by strength reduction Dawson, E. M.;Roth, W. H.;Drescher, A.
- Proc. Fifth Australia-New Zealand Conference on Geomech Determination of critical slip surfaces for slopes via stress-strain calculations Giam, S. K.;Donald, I. B.
- Block Theory and its Application to Rock Engineering Goodman, R. E.;Shi, G.
- UDEC, Universal Distinct Element Code(Version 3.0) Itasca Consulting Group
- Technical Note of PHRIMT no.1 A study on application of finite element method to stability and settlement analysis in geotechnical engineering Kobayashi, M.
- Soils and Found v.32 no.1 Finite element slope stability analysis by shear strength reduction technique Matsui, T.;San, K. C.
- J. Geophys. Res. v.79 no.2 Continuum model of regularly jointed mediums Morland, L. W.
- Numer. Meth. in Geomech Finite elements and slope stability Naylor, D. J.
- Technical Report SAND81-2615 A Continuum Description of Jointed Media Thomas, R. K.
- Soils and Foundation v.29 no.2 A method of calculation of total factor of safety of slopes by elasto-plastic FEM Ugai, K.
- Soils and Foundation v.35 no.4 Three-dimensional limit equilibrium and finite element analyses: a comparison of results Ugai, K.;Leshchinsky, D.
- Geotechnique v.25 no.4 Associated and non-associated visco-plasticity and plasticity in soil mechanics Zienkewicz, O. C.;Humpheson, C.;Lewis, R. W.
- Int. J. Numer. Anal. Methods in Geomech v.1 Time dependent multilaminate model of rocks-a numerical study of deformation and failure of rock masses Zienkiewicz, O. C.;Pande, G. N.