A critical state framework for modelling bonded geomaterials

References

• Airey , D. W. 1993 . Triaxial testing of naturally cemented carbonate soil . J. Geotech. Engng. Div. ASCE , 119 ( 9 ) : 1379 – 1398 .
   Google Scholar
• Airey , D. W. and Fahey , M. 1991 . Cyclic response of calcareous soil from the north-west shelf of Australia . Geotechnique , 41 ( 1 ) : 101 – 122 .
   Web of Science ®Google Scholar
• Amorosi , A. and Rampello , S. The influence of natural soil structure on the mechanical behaviour of a stiff clay . Proceedings of the 2nd International Symposium on the Geotechnics of Hard Soils–Soft Rocks . pp. 395 – 402 .
   Google Scholar
• Anagnostopoulos , A. G. , Kalteziotis , N. , Tsiambaos , G. K. and Kavvadas , M. 1991 . Geotechnical properties of the Corinth Canal marls . Geotech. Geol. Eng. , 9 : 26 – 26 .
   Google Scholar
• Aversa , S. , Evangelista , A. and Ramondini , M. Snervamento e resistenza a rottura di un tufo a grana fine . Proceedings of the 2nd Meeting of GNCSIG . Vol. 1 , pp. 3 – 22 .
   Google Scholar
• Baudet , B. and Stallebrass , S. 2004 . A constitutive model for structured clays . Geotechnique , 54 ( 4 ) : 269 – 278 .
   Web of Science ®Google Scholar
• Been , K. and Jeffferies , M. G. 1985 . A state parameter for sands . Geotechnique , 35 ( 2 ) : 99 – 112 .
   Web of Science ®Google Scholar
• Burland , J. B. 1990 . On the compressibility and shear strength of natural clays . Geotechnique , 40 ( 3 ) : 329 – 378 .
   Web of Science ®Google Scholar
• Burland , J. B. , Rampello , S. , Georgiannou , V. N. and Calabresi , G. 1996 . A laboratory study of the strength of four stiff clays . Geotechnique , 46 ( 3 ) : 491 – 514 .
   Web of Science ®Google Scholar
• Callisto , L. and Calabresi , G. 1998 . Mechanical behaviour of a natural soft clay . Geotechnique , 48 ( 4 ) : 495 – 513 .
   Web of Science ®Google Scholar
• Clough , G. W. , Sitar , N. , Bachus , R. C. and Rad , N. S. 1981 . Cemented sands under static loading . J. Geotech. Eng. Div. ASCE , 107 ( 6 ) : 799 – 817 .
   Google Scholar
• Coop , M. R. and Atkinson , J. H. 1993 . The mechanics of cemented carbonate sands . Geotechnique , 43 ( 1 ) : 53 – 67 .
   Web of Science ®Google Scholar
• Coop , M. R. and Wilson , S. M. 2003 . Behaviour of hydrocarbon reservoir sands and sandstones . J. Geotech. Geoenviron. Eng. ASCE , 129 ( 11 ) : 1010 – 1019 .
   Web of Science ®Google Scholar
• Cotecchia , F. and Chandler , R. J. 1997 . The influence of structure on the pre-failure behaviour of a natural clay . Geotechnique , 47 ( 3 ) : 523 – 544 .
   Web of Science ®Google Scholar
• Cotecchia , F. and Chandler , R. J. 2000 . A general framework for the mechanical behaviour of clays . Geotechnique , 50 ( 4 ) : 431 – 447 .
   Web of Science ®Google Scholar
• Cuccovillo , T. and Coop , M. R. 1997 . Yielding and pre-failure deformation of structured sands . Geotechnique , 47 ( 3 ) : 491 – 508 .
   Web of Science ®Google Scholar
• Cuccovillo , T. and Coop , M. R. 1999 . On the mechanics of structured sands . Geotechnique , 49 ( 6 ) : 741 – 760 .
   Web of Science ®Google Scholar
• Gens , A. and Nova , R. Conceptual bases for a constitutive model for bonded soils and weak rocks . Proceedings of the 1st International Symposium on the Geotechnics of Hard Soils–Soft Rocks . Vol. 1 , pp. 485 – 494 .
   Google Scholar
• Georgiannou , V. N. , Burland , J. B. and Hight , D. W. The behaviour of two hard clays in direct shear . Proceedings of the 1st International Symposium on the Geotechnics of Hard Soils–Soft Rocks . Vol. 1 , pp. 501 – 507 .
   Google Scholar
• Huang , J. T. and Airey , D. W. Effects of cement and density on an artificially cemented sand . Proceedings of the 1st International Symposium on the Geotechnics of Hard Soils–Soft Rocks . Vol. 1 , pp. 553 – 560 .
   Google Scholar
• Huang , J. T. and Airey , D. W. 1998 . Properties of artificially cemented carbonate sand . J. Geotech. Geoenviron. Eng. ASCE , 124 ( 6 ) : 492 – 499 .
   Web of Science ®Google Scholar
• Hvorslev , M. J. 1937 . “ Uber die Festigkeitseigenschaften Gestorter Bindiger Boden ” . In Danmarks Naturvidenskabelige Samfund. Ingeniorvidenskabelige Skrifter A, No. 45. ,
   Google Scholar
• Kavvadas , M. and Amorosi , A. 2000 . A constitutive model for structured soils . Geotechnique , 50 ( 3 ) : 263 – 273 .
   Web of Science ®Google Scholar
• Khong , C. D. Development and numerical evaluation of unified critical state models . PhD Thesis, University of Nottingham .
   Google Scholar
• Lagioia , R. and Nova , R. 1995 . An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression . Geotechnique , 45 ( 4 ) : 633 – 648 .
   Web of Science ®Google Scholar
• Lefebvre , G. Contribution à l'étude de la stabilité des pentes dans les argiles cimenteés. PhD Thesis, Université Laval . Québec .
   Google Scholar
• Leroueil , S. and Vaughan , P. R. 1990 . The general and congruent effects of structure in natural soils and weak rocks . Geotechnique , 40 ( 3 ) : 467 – 488 .
   Web of Science ®Google Scholar
• Leroueil , S. , Tavenas , F. , Brucy , F. , La Rochelle , P. and Roy , M. 1979 . Behaviour of destructured natural clays . J. Geotech. Eng. Div. ASCE , 105 ( 6 ) : 759 – 778 .
   Google Scholar
• Maccarini , M. Laboratory studies of weakly bonded artificial soil . PhD Thesis, University of London . Québec .
   Google Scholar
• Mántaras , F. M. and Schnaid , F. 2002 . Cylindrical cavity expansion in dilatant cohesive-frictional materials . Geotechnique , 52 ( 5 ) : 337 – 348 .
   Web of Science ®Google Scholar
• Matsuoka , H. and Nakai , T. 1974 . Stress-deformation and strength characteristics under three different principal stress . Proc. Jpn Soc. Civil Eng. , 232 : 59 – 70 .
   Google Scholar
• Mitchell , J. K. 1976 . Fundamentals of Soil Behaviour , New York : John Wiley .
   Google Scholar
• Nova , R. , Castellanza , R. and Tamagnini , C. 2003 . A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation . Int. J. Numer. Anal. Meth. Geomech. , 27 ( 9 ) : 705 – 732 .
   Web of Science ®Google Scholar
• Prietto , P. D. M. Study of the mechanical behaviour of an artificially cemented soil . MSc Thesis, Federal University of Rio Grande de Sul . Porto Alegre . (in Portuguese)
   Google Scholar
• Rendulic , L. 1937 . Ein Grundgesetz der Tonmechanik und sein Experementeller Beweis . Bauingeneur , 18
   Google Scholar
• Roscoe , K. H. and Burland , J. B. 1968 . “ On the generalized stress–strain behaviour of ‘wet’ clay ” . In Engineering Plasticity , 535 – 609 . Cambridge : Cambridge University Press .
   Google Scholar
• Roscoe , K. H. , Schofield , A. N. and Wroth , C. P. 1958 . On the yielding of soils . Geotechnique , 8 ( 1 ) : 22 – 53 .
   Google Scholar
• Roscoe , K. H. and Schofield , A. N. Mechanical behaviour of an idealised wet clay . Proceedings of the European Conference on Soil Mechanics and Foundation Engineering . Porto Alegre . Vol. 1 , pp. 47 – 54 .
   Google Scholar
• Rouainia , M. and Muir Wood , D. 2000 . A kinematic hardening constitutive model for natural clays with loss of structure . Geotechnique , 50 ( 2 ) : 153 – 164 .
   Web of Science ®Google Scholar
• Rowe , P. W. 1962 . The stress–dilatancy relation for static equilibrium of an assembly of particles in contact . Proc. R. Soc. London , A269 : 500 – 527 .
   Google Scholar
• Rowe , P. W. 1963 . Stress–dilatancy, earth pressure, and slopes . J. Soil Mech. Found. Div. ASCE , 89 ( SM3 ) : 37 – 61 .
   Google Scholar
• Schnaid , F. , Prietto , P. D. M. and Consoli , N. C. 2001 . Characterization of cemented sand in triaxial compression . J. Geotech. Geoenviron. Eng. ASCE , 127 ( 10 ) : 857 – 868 .
   Web of Science ®Google Scholar
• Schofield , A. N. and Wroth , C. P. 1968 . Critical State Soil Mechanics , London : McGraw-Hill .
   Google Scholar
• Sheng , D. , Sloan , S. W. and Yu , H. S. 2000 . Aspects of finite element implementation of critical state models . Comput. Mech. , 26 : 196 – 196 .
   Google Scholar
• Skempton , A. W. 1944 . Notes on the compressibility of clays . Q. J. Geol. Soc. , 100 : 135 – 135 .
   Google Scholar
• Smith , P. R. , Jardine , R. J. and Hight , D. W. 1992 . The yielding of Bothkennar clay . Geotechnique , 42 ( 2 ) : 257 – 274 .
   Web of Science ®Google Scholar
• Terzaghi , K. 1941 . Undisturbed clay samples and undisturbed clays . J. Boston Soc. Civil Eng. , 28 ( 3 ) : 45 – 65 .
   Google Scholar
• Wong , R. C. K. 1998 . Swelling and softening behaviour of La Biche shale . Can. Geotech. J. , 35 : 221 – 221 .
   Google Scholar
• Yu , H. S. A unified critical state model for clay and sand . Civil Engineering Research Report No 112.08.1995 . 1995 . University of Newcastle, Australia
   Google Scholar
• Yu , H. S. 1998 . CASM: a unified state parameter model for clay and sand . Int. J. Numer. Anal. Meth. Geomech. , 22 ( 8 ) : 621 – 653 .
   Web of Science ®Google Scholar
• Yu , H. S. 2006 . Plasticity and Geotechnics , New York : Springer .
   Google Scholar
• Yu , H. S. , Khong , C. D. , Wang , J. and Zhang , G. 2005 . Experimental evaluation and extension of a simple critical state model for sand . Granul. Matter , 7 : 225 – 225 .
   Google Scholar
• Yu , H. S. , Khong , C. D. and Wang , J. 2007 . A unified plasticity model for cyclic behaviour of clay and sand . Mechanics Research Communications , 34 ( 2 ) : 97 – 114 .
   Web of Science ®Google Scholar
• Zytynski , M. , Randolph , M. F. , Nova , R. and Wroth , C. P. 1978 . On modeling the unloading-reloading behaviour of soils . Int. J. Numer. Anal. Meth. Geomech. , 2 ( 1 ) : 87 – 93 .
   Web of Science ®Google Scholar