Directly searching method for slip plane and its influential factors based on critical state of slope

Journal of Central South University of Technology (English Edition)

Volumn 16, Issue 1, 2009, Pages 131-135

  Lin, Hang ^a   Cao, Ping ^a   Gong, Feng Qiang ^a   Li, Jiang Teng ^a   Gui, Yi Lin ^a  

^a CENTRAL SOUTH UNIVERSITY   (China)

Author keywords

Influential factors; Slip plane; Slope; Stability; Strength reduction

Indexed keywords

ADHESION; CONVERGENCE OF NUMERICAL METHODS; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); FAILURE ANALYSIS; FRICTION; GEOLOGIC MODELS; SAFETY FACTOR; STRENGTH OF MATERIALS; TENSILE STRENGTH;

CONTOUR LINES; CRITICAL STATE; DIFFERENT HEIGHTS; ELASTIC AREAS; FRICTION ANGLES; HOMOGENEOUS SOILS; IN-PLANE STRAINS; INFLUENTIAL FACTORS; INTERNAL FRICTION ANGLES; LOCATION DATUM; MULTIPLE SLIPS; NUMERICAL MODELS; SEARCHING METHODS; SLIP PLANE; SLOPE; SLOPE CHANGES; STRENGTH REDUCTION; STRENGTH REDUCTION METHODS;

SLOPE STABILITY;

EID: 60849107586     PISSN: 10059784     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11771-009-0022-6     Document Type: Article

References (20)

1. Y.-h. Su M.-h. Zhao Y.-ying. Zhang 2008 Numerical method of slope failure probability based on Bishop model [J] Journal of Central South University of Technology 15 1 100 105
2. W. Wan P. Cao T. Feng 2005 Improved genetic algorithm freely searching for dangerous slip surface of slope [J] Journal of Central South University of Technology 12 6 749 752
3. J. Y. Kim S. R. Lee 1997 An improved search strategy for the critical slip surface using finite element stress fields [J] Computers and Geotechnics 21 4 295 313
4. T. Matsui K. C. San 1992 Finite element slope stability analysis by shear strength reduction technique [J] Soils and Foundations 32 1 59 70
5. K. Ugai D. Leshchinsky 1995 Three-dimensional limit equilibrium and finite element analysis: A comparison of results [J] Soils and Foundations 35 4 1 7
6. Y. M. Cheng T. Lansivaara W. B. Wei 2007 Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods [J] Computers and Geotechnics 34 3 137 150
7. D. V. Griffiths P. A. Lane 1999 Slope stability analysis by finite elements [J] Geotechnique 49 3 387 403
8. Itasca Consulting Group. Theory and background [Z]. Minnesota: Itasca Consulting Group, 2002.
9. F. Cai K. Ugai 2003 Reinforcing mechanism of anchors in slopes: A numerical comparison of results of LEM and FEM [J] Int J Numer Anal Meth Geomech 27 7 549 564
10. E. M. Dawson W. H. Roth A. Drescher 1999 Slope stability analysis by strength reduction [J] Geotechnique 49 6 835 840
11. H. Lin P. Cao F.-qiang. Gong 2007 Analysis of location and displacement mode of monitoring point in displacement mutation criterion [J] Chinese Journal of Geotechnical Engineering 29 9 1433 1438
12. S.-y. Zhao Y.-r. Zheng Y.-fang. Zhang 2005 Study on slope failure criterion in strength reduction finite element method [J] Rock and Soil Mechanics 26 2 333 336
13. H. Lin P. Cao Y.-l. Zhao J.-teng. Li 2007 The application of strength reduction method by FLAC3D in Hoek-Brown criterion [J] Journal of Central South University: Science and Technology 38 6 1219 1224
14. X.-l. Yang L. Li J.-hua. Yin 2004 Seismic and static stability analysis for rock slopes by kinematical approach [J] Geotechnique 54 8 543 549
15. X.-l. Yang J.-hua. Yin 2004 Slope stability analysis with nonlinear failure criterion [J] Journal of Engineering Mechanics 130 3 267 273
16. X.-l. Yang Z.-rong. Sui 2008 Seismic failure mechanisms for loaded slopes with associated and non-associated flow rules [J] Journal of Central South University of Technology 15 2 276 279
17. X.-l. Yang Z.-b. Wang J.-f. Zou L. Li 2007 Bearing capacity of foundation on slope determined by energy dissipation method and model experiments [J] Journal of Central South University of Technology 14 1 125 128
18. WU Chun-qiu. Theory and application study on the non-liear FEM for soil stability analysis[D]. Wuhan: Wuhan University, 2004. (in Chinese)
19. M.-w. Liu Y.-ren. Zheng 2006 Determination methods of multi-slip surfaces landslide based on strength reduction FEM [J] Chinese Journal of Rock Mechanics and Engineering 25 8 1544 1549
20. ABRAMSON L W, LEE T S, SHARMA S, BOYCE G M. Slope stability and stabilization methods [M]. 2nd ed. New York: Wiley Press, 2002.