Characterization of mudrocks: a practical application of advanced laboratory testing

An integrated approach to geomaterial characterization is advocated that combines geology, in-situ testing, fabric studies, routine index experiments and advanced laboratory testing. It is shown that advanced laboratory testing can explore features such as kinematic yielding and anisotropy in stiffness or shear strength that would otherwise be impossible to quantify. A detailed study performed in London clay at the new Heathrow Terminal 5 site is used to illustrate the arguments made. It is shown that the London clay has strong anisotropy in stiffness, is highly non-linear over the strain range of engineering interest, has markedly anisotropic shear strength characteristics and exhibits a pronounced degree of brittleness. These features can impact significantly on the practical design and analysis of civil engineering works including shallow and deep foundations, tunnels and excavations, and the stability of slopes.

[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 .