Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis

[1]  Timon Rabczuk,et al.  A software framework for probabilistic sensitivity analysis for computationally expensive models , 2016, Adv. Eng. Softw..

[2]  Timon Rabczuk,et al.  Damage and fracture algorithm using the screened Poisson equation and local remeshing , 2016 .

[3]  Thirapong Pipatpongsa,et al.  Stability of Soil Block on Low Interface Friction Plane with and without Side Supports , 2016 .

[4]  Timon Rabczuk,et al.  A constitutive-based element-by-element crack propagation algorithm with local mesh refinement , 2015 .

[5]  Xing-guo Yang,et al.  Two-dimensional stability analysis of a soil slope using the finite element method and the limit equilibrium principle , 2015 .

[6]  Timon Rabczuk,et al.  Finite strain fracture of 2D problems with injected anisotropic softening elements , 2014 .

[7]  Jiu-jiang Wu,et al.  Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles , 2014 .

[8]  Ping Cao,et al.  A dimensionless parameter determining slip surfaces in homogeneous slopes , 2014 .

[9]  Hisham T. Eid,et al.  Stability charts for uniform slopes in soils with nonlinear failure envelopes , 2014 .

[10]  Suched Likitlersuang,et al.  Finite element analysis of a deep excavation: A case study from the Bangkok MRT , 2013 .

[11]  Timon Rabczuk,et al.  Element-wise fracture algorithm based on rotation of edges , 2013 .

[12]  Giha Lee,et al.  Analysis on failure of slope and landslide dam , 2013 .

[13]  S. Sloan.  Geotechnical stability analysis , 2013 .

[14]  Bo Li,et al.  Slope stability analysis based on a multigrid method using a nonlinear 3D finite element model , 2013 .

[15]  Suched Likitlersuang,et al.  Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays , 2012 .

[16]  Okan Önal,et al.  Numerical analyses of piles subjected to lateral soil movement , 2012 .

[17]  Mohammad Hossein Khosravi,et al.  Performance of counterweight balance on stability of undercut slope evaluated by physical modeling , 2012 .

[18]  Hehua Zhu,et al.  HIGH ROCK SLOPE STABILITY ANALYSIS USING THE ENRICHED MESHLESS SHEPARD AND LEAST SQUARES METHOD , 2011 .

[19]  Jiro Takemura,et al.  ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY PHYSICAL MODEL TESTS , 2011 .

[20]  Tae Hoon Kim,et al.  Evaluation of slope stability with topography and slope stability analysis method , 2011 .

[21]  H. Nguyen-Xuan,et al.  A simple and robust three-dimensional cracking-particle method without enrichment , 2010 .

[22]  Vikas Pratap Singh,et al.  2D Numerical Simulations of Soil Nail Walls , 2010 .

[23]  Abdallah I. Husein Malkawi,et al.  A Comparative Study of Various Commercially Available Programs in Slope Stability Analysis , 2008 .

[24]  Y. M. Cheng,et al.  Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods , 2007 .

[25]  Timon Rabczuk,et al.  A new approach for modelling slip lines in geological materials with cohesive models , 2006 .

[26]  Ted Belytschko,et al.  Cracking particles: a simplified meshfree method for arbitrary evolving cracks , 2004 .

[27]  Jian-Hua Yin,et al.  A three-dimensional slope stability analysis method using the upper bound theorem: Part I: theory and methods , 2001 .

[28]  Jian-Hua Yin,et al.  A three-dimensional slope stability analysis method using the upper bound theorem - part II: numerical approaches, applications and extensions , 2001 .

[29]  Hai‐Sui Yu,et al.  Limit Analysis versus Limit Equilibrium for Slope Stability , 1999 .

[30]  D. V. Griffiths,et al.  SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .

[31]  J. M. Duncan.  State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes , 1996 .

[32]  Andrew J. Whittle,et al.  Ground Movement Prediction for Deep Excavations in Soft Clay , 1996 .

[33]  W. Brocks.  Damage and Fracture , 2018 .

[34]  M. K. Kelesoglu,et al.  The evaluation of three-dimensional effects on slope stability by the strength reduction method , 2016 .

[35]  Thirapong Pipatpongsa,et al.  Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane , 2016 .

[36]  On-Lei Annie Kwok,et al.  Semi-Lagrangian reproducing kernel particle method for slope stability analysis and post-failure simulation , 2015 .

[37]  Physical modeling of arch action in undercut slopes with actual engineering practice to , 2014 .

[38]  M. Khosravi,et al.  Arching effect in geomaterials with applications to retaining walls and undercut slopes , 2012 .

[39]  H. J. Greenberg,et al.  EXTENDED LIMIT DESIGN THEOREMS FOR CONTINUOUS MEDIA , 1952 .