Defining an appropriate steady state line for Merriespruit gold tailings

Failure of the Merriespruit gold tailings dam in 1994 in South Africa was unusual in that never before had a gold tailings dam in South Africa failed in such a catastrophic fashion. Conventional thinking was that gold tailings would always exhibit dilative characteristics upon loading, primarily because of the method of deposition which allows significant consolidation to occur due to sun-drying. This paper demonstrates that the concept of a steady state line, which separates dilative from contractive behaviour upon undrained loading, is applicable to Merriespruit tailings. Four particle-size distributions of Merriespruit tailings were tested to determine the influence of the percent finer than 75 µm on the position of the steady state line. The tailings with the greater percentage of fines gave a steady state line that plotted above all the others, which translated to the requirement that a greater relative density was necessary to produce noncontractive behaviour than for the low-fines tailings samples....

[1]  Chaim J. Poran,et al.  Impact Behavior of Sand , 1992 .

[2]  J. Konrad MINIMUM UNDRAINED STRENGTH VERSUS STEADY-STATE STRENGTH OF SANDS , 1990 .

[3]  E. C. McRoberts,et al.  Observations on static and cyclic sand-liquefaction methodologies , 1992 .

[4]  R. Chambon,et al.  Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography , 1996 .

[5]  Raymond B. Seed,et al.  Factors Affecting Apparent Position of Steady-State Line , 1997 .

[6]  Y. Vaid,et al.  ERRORS IN ESTIMATES OF VOID RATIO OF LABORATORY SAND SPECIMENS , 1996 .

[7]  Andy Fourie,et al.  Static liquefaction as a possible explanation for the Merriespruit tailings dam failure , 2001 .

[8]  F. Wagener The Merriespruit slimes dam failure : overview and lessons learnt : technical paper , 1997 .

[9]  Jerry A. Yamamuro,et al.  Static liquefaction of very loose sands , 1997 .

[10]  A. Bishop,et al.  Measurement of Soil Properties in the Triaxial Test , 1976 .

[11]  J. Konrad MINIMUM UNDRAINED STRENGTH OF TWO SANDS , 1990 .

[12]  Ken Been,et al.  The critical state of sands , 1991 .

[13]  Gonzalo Castro,et al.  Liquefaction of sands , 1969 .

[14]  D. Sego,et al.  Shear wave velocity to evaluate in situ state of cohesionless soils , 1995 .

[15]  Vinod K. Garga,et al.  Volume changes in undrained triaxial tests on sands , 1997 .

[16]  N. R. Morgenstern,et al.  GEOTECHNICAL ENGINEERING BEYOND SOIL MECHANICS--A CASE STUDY (TWENTY-FIFTH ANNIVERSARY SPECIAL PAPER) , 1988 .

[17]  Vinod K. Garga,et al.  Quasi-steady state: a real behaviour? , 1997 .

[18]  Jerry A. Yamamuro,et al.  STEADY-STATE CONCEPTS AND STATIC LIQUEFACTION OF SILTY SANDS , 1998 .

[19]  Jerry A. Yamamuro,et al.  Effects of nonplastic fines on static liquefaction of sands , 1997 .

[20]  Kenji Ishihara,et al.  THE STEADY STATE OF SANDY SOILS , 1996 .

[21]  J. A. Sladen,et al.  The liquefaction of sands, a collapse surface approach , 1985 .

[22]  G. Handford,et al.  A potential systematic error in laboratory testing of very loose sands , 1987 .

[23]  G. E. Blight Some Less Familiar Aspects of Hydraulic Fill Structures , 1988 .

[24]  Gonzalo Castro,et al.  Re‐Examination of Slide of Lower San Fernando Dam , 1985 .

[25]  R. H. Kuerbis,et al.  STRESS PATH AND STEADY STATE , 1990 .

[26]  Richard J. Jardine,et al.  THE UNDRAINED ANISOTROPY OF K0 CONSOLIDATED SEDIMENTS , 1999 .

[27]  P. Robertson,et al.  Void ratio redistribution in undrained triaxial extension tests on Ottawa sand , 1998 .

[28]  G. E. Blight,et al.  DESTRUCTIVE MUDFLOWS AS A CONSEQUENCE OF TAILINGS DYKE FAILURES. , 1997 .

[29]  P. K. Robertson,et al.  Influence of fines on the collapse of loose sands , 1994 .

[30]  Dawit Negussey,et al.  Effect of Gradation and Fines Content on the Undrained Response of Sand , 1988 .

[31]  K. Ishihara Liquefaction and flow failure during earthquakes. , 1993 .

[32]  Gonzalo Castro,et al.  Liquefaction Evaluation Procedure , 1985 .

[33]  Steven L. Kramer,et al.  Uncertainty in Steady‐State Liquefaction Evaluation Procedures , 1989 .

[34]  N. Morgenstern,et al.  Evaluation of the in situ state of Fraser River sand , 1997 .

[35]  D. Zyl,et al.  Shear Strength and Volume-Change Behavior of Copper Tailings Under Saturated Conditions , 1988 .

[36]  Peter K. Robertson,et al.  STATE-BOUNDARY SURFACE FOR VERY LOOSE SAND AND ITS PRACTICAL IMPLICATIONS , 1994 .