A simple model for geo‐materials involving shear‐induced anisotropic degradation

References

• Aristorenas , G. V. 1992 . “Time Dependent Behavior of Tunnels Excavated in Shale,” . USA : Massachusetts Institute of Technology . Ph.D. Dissertation
   Google Scholar
• Chen , W. F. and Saleeb , A. F. 1982 . Constitutive Equation for Engineering Materials , NY, , USA : John Wiley & Sons .
   Google Scholar
• Chu , B. L. , Jou , Y. W. and Yiang , S. H. 2003 . “Shear Dilation of Gravel Formations under Different Plastic Indices,” . In The 10th Conference on Current Researches in Geotechnical Engineering in Taiwan 701 – 704 . Taiwan
   Google Scholar
• Desai , C. S. 2001 . Mechanics of Materials and Interfaces: the Distributed State Concept , Boca Raton, , USA : CRC press LLC .
   Google Scholar
• Desai , C. S. and Faruque , M. O. 1984 . “Constitutive Model for (Geological) Materials” . Journal of Engineering Mechanics , 110 ( 9 ) : 1391 – 1408 .
   Google Scholar
• DiMaggio , M. L. and Sandler , I. S. 1971 . “Material Model for Granular Soils” . Journal of Engineering Mechanics/ASCE , 97 ( EM3 ) : 935 – 950 .
   Google Scholar
• Duncan , J. M. and Chang , C. Y. 1970 . “Nonlinear Analysis of Stress and Strain in Soils,” . Journal of soil mechanics and Foundation Division (ASCE) , 96 ( SM5 ) : 1629 – 1653 .
   Google Scholar
• Ita , S. L. , Cook , N. G. W. , Myer , L. R. and Nihei , K. T. 1993 . “Effects of Stress Anisotropy on the Static and Dynamic Properties of Berea Sandstone” . International Journal of Rock Mechanics and Mining Sciences , 30 ( 7 ) : 785 – 788 .
   Google Scholar
• Jeng , F. S. , Weng , M. C. , Huang , T. H. and Lin , M. L. 2002 . “Deformational Characteristics of Weak Sandstone and Impact to Tunnel Deformation” . Tunnelling and Underground Space Technology , 17 ( 3 ) : 263 – 74 .
   Web of Science ®Google Scholar
• Jeng , F. S. , Weng , M. C. , Lin , M. L. and Huang , T. H. 2004 . “Influence of Petrographic Parameters on Geotechnical Properties of Tertiary Sandstones from Taiwan” . Engineering Geology , 73 ( 1–2 ) : 71 – 91 .
   Web of Science ®Google Scholar
• Kondner , R. L. 1963 . “Hyperbolic Stress‐strain Response: Cohesive Soils,” . Journal of soil mechanics and Foundation Division (ASCE) , 89 ( SM1 ) : 115 – 143 .
   Google Scholar
• Lade , P. V. and Kim , M. K. 1995 . “Single Hardening Constitutive Model for Soil, Rock and Concrete” . International Journal of Solids and Structures , 32 ( 14 ) : 1963 – 1978 .
   Web of Science ®Google Scholar
• Lambe , T. W and Whitman , R. V. 1979 . Soil Mechanics , NY, , USA : John Wiley & Sons .
   Google Scholar
• Lockner , D. A. and Beeler , N. M. “Stress‐Induced Anisotropic Poroelasticity Response in Sandstone,” . Electronic Proceedings of 16th ASCE Engineering Mechanics Conference . Seattle, USA. pp. 16 – 18 .
   Google Scholar
• LoPresti , D. C. F , Pallara , O. , Lancellotta , R. , Armandi , M. and Maniscalco , R. 1993 . “Monotonic and Cyclic Loading Behavior of Two Sands at Small Strains” . ASTM Geotechnical Testing Journal , 16 ( 4 ) : 409 – 424 .
   Google Scholar
• Murray , D. W. 1979 . “Octahedral Based Incremental Stress‐strain Matrices,” . Journal of Engineering Mechanics Division (ASCE) , 105 ( 4 ) : 501 – 513 .
   Google Scholar
• Nelson , I. and Baron , M. L. 1971 . “Application of Variable Moduli Models to Soil Behavior,” . International Journal of Solids and Structures , 7 ( 4 ) : 399 – 417 .
   Google Scholar
• Olsson , W. 1995 . “Development of Anisotropy in the Incremental Shear Moduli for Rock Undergoing Inelastic Deformation” . Mechanics of Materials , 21 ( 3 ) : 231 – 42 .
   Google Scholar
• Pestana , J. M. and Whittle , A. J. 1995 . “Compression Model for Cohesionless Soils” . Geotechnique , 45 ( 4 ) : 611 – 631 .
   Web of Science ®Google Scholar
• Pettijohn , F. J. , Potter , P. E. and Siever , R. 1987 . Sand and sandstone , Berlin, , Germany : Springer‐Verlag .
   Google Scholar
• Rouainia , M. and Wood , D. M. 2000 . “A Kinematic Hardening Constitutive Model for Natural Clays with Loss of Structure” . Geotechnique , 50 ( 2 ) : 153 – 164 .
   Web of Science ®Google Scholar
• Sayers , C. M. 2002 . “Stress‐Dependent Elastic Anisotropy of Sandstones” . Geophysical Prospecting , 50 ( 1 ) : 85 – 95 .
   Google Scholar
• Tatsuoka , F. and Shibuya , S. 1992 . “Deformation Characteristics of Soils and Rocks from Field and Laboratory Tests” . Report of the Institute of Industrial Science , 37 ( 1 ) : 136
   Google Scholar
• Tatsuoka , F. , Jardine , R. J. , LoPresti , D. C. F. , DiBenedetto , H. and Kodaka , T. “Theme Lecture: Characterizing the Pre‐Failure Deformation Properties of Geomaterials,” . The 4th International Conference on Soil Mechanics & Foundation Engineering . Hamburg, Germany. pp. 35 Vol. 4
   Google Scholar
• Taylor , D. W. 1948 . Fundamentals of Soil Mechanics , NY, , USA : John Wiley & Sons .
   Google Scholar
• Tsai , L. S. , Hsieh , Y. M. , Weng , M. C. , Huang , T. H. and Jeng , F. S. 2008 . “Time‐Dependent Deformation Behaviors of Weak Sandstone” . International Journal of Rock Mechanics and Mining Sciences , 45 ( 2 ) : 144 – 154 .
   Web of Science ®Google Scholar
• Weng , M. C. , Jeng , F. S. , Hsieh , Y. M. and Huang , T. H. 2008 . “A Simple Model for Stress‐Induced Anisotropic Softening of Weak Sandstones” . International Journal of Rock Mechanics and Mining Sciences , 45 ( 2 ) : 155 – 166 .
   Google Scholar
• Weng , M. C. , Jeng , F. S. , Huang , T. H. and Lin , M. L. 2005 . “Characterizing the Deformation Behavior of Tertiary Sandstones” . International Journal of Rock Mechanics and Mining Sciences , 42 ( 3 ) : 388 – 401 .
   Google Scholar
• Wood , D. M. 1990 . Soil Behaviour and Critical State Soil Mechanics , UK : Cambridge University press Cambridge .
   Google Scholar
• Corresponding author. (Tel/Fax:886–2–23645734; Email: f sjeng @ ntu.edu.tw)
   Google Scholar