Characterization of mudrocks: a practical application of advanced laboratory testing
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[1] D. M. Potts,et al. Numerical analysis: a virtual dream or practical reality? , 2003 .
[2] Lidija Zdravković,et al. Finite Element Analysis in Geotechnical Engineering: Theory , 1999 .
[3] D. W. Hight,et al. A SIMPLE PIEZOMETER PROBE FOR THE ROUTINE MEASUREMENT OF PORE PRESSURE IN TRIAXIAL TESTS ON SATURATED SOILS , 1982 .
[4] D. W. Hight,et al. Predicting the stand-up time of temporary London Clay slopes at Terminal 5, Heathrow Airport , 2007 .
[5] Richard J. Jardine,et al. On the applicability of cross-anisotropic elasticity to granular materials at very small strains , 2002 .
[6] Matthew Richard Coop,et al. THE MEASUREMENT OF LOCAL AXIAL STRAINS IN TRIAXIAL TESTS USING LVDTS , 1997 .
[7] Alexander M. Puzrin,et al. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction , 1997 .
[8] M. J. P. R. Symes,et al. Rotation of principal stresses in sand , 1983 .
[9] M. D. Freitas,et al. A biostratigraphy for the London Clay in London , 2007 .
[10] R. Jardine. Some Observations on the Kinematic Nature of Soil Stiffness , 1992 .
[11] Richard J. Jardine,et al. THE YIELDING OF BOTHKENNAR CLAY , 1992 .
[12] R. Jardine,et al. Local boundary surfaces of a loose sand dependent on consolidation path , 2003 .
[13] John Burland,et al. A new instrument for the measurement of soil moisture suction , 1993 .
[14] D. Potts,et al. DELAYED COLLAPSE OF CUT SLOPES IN STIFF CLAY , 1997 .
[15] R. Jardine,et al. Four-Dimensional Local Boundary Surfaces of an Isotropically Consolidated Loose Sand , 2003 .
[16] A. W. Bishop,et al. A hydraulic triaxial apparatus for controlled stress path testing , 1975 .
[17] Richard J. Jardine,et al. A triaxial investigation of kinematic yielding in sand , 2007 .
[18] Richard J. Jardine,et al. PREDICTION AND PERFORMANCE OF GROUND RESPONSE DUE TO CONSTRUCTION OF A DEEP BASEMENT AT 60 VICTORIA EMBANKMENT , 1993 .
[19] R. Jardine,et al. The influence of structure on the behaviour of London Clay , 2007 .
[20] Richard J. Jardine,et al. PREDICTED AND MEASURED TUNNEL DISTORTIONS ASSOCIATED WITH CONSTRUCTION OF WATERLOO INTERNATIONAL TERMINAL , 1993 .
[21] Richard J. Jardine,et al. Characteristics of the London Clay from the Terminal 5 site at Heathrow Airport , 2007 .
[22] Richard J. Jardine,et al. Wave velocity and stiffness measurements of the Crag and Lower London Tertiaries at Sizewell , 1997 .
[23] R. Jardine,et al. The stiffness of natural London Clay , 2007 .
[24] Serge Leroueil,et al. Characterisation and engineering properties of natural soils , 2006 .
[25] D. Potts,et al. Finite Element Analysis in Geotechnical Engineering: Volume Two - Application , 1999 .
[26] Richard J. Jardine,et al. Shear strength anisotropy of natural London Clay , 2007 .
[27] Richard J. Jardine,et al. Developments in understanding soil behaviour , 2004 .
[28] G. Truc. The stratigraphy of the London clay and associated deposits, C. King. Backhuys Publ., Wittenberg (1981), 9-004-0645-8 , 1982 .
[29] Esad Porovic,et al. Investigations of soil behaviour using a resonant-column torsional-shear hollow-cylinder apparatus , 1995 .
[30] J. Burland. On the compressibility and shear strength of natural clays , 1990 .
[31] A. Gasparre,et al. Advanced laboratory characterisation of London Clay , 2005 .
[32] I. Babuska,et al. Finite Element Analysis , 2021 .
[33] Richard J. Jardine,et al. HUTTON TENSION LEG PLATFORM FOUNDATIONS: PREDICTION OF DRIVEN PILE BEHAVIOUR , 1988 .