Correlations between the stress paths of a monotonic test and a cyclic test under the same initial conditions

In most experimental studies on liquefaction, cyclic loadings are applied on specimens with various initial conditions. However, few studies compared cyclic test results with monotonic results under the same initial conditions. The relation between monotonic tests and cyclic tests is crucial for understanding liquefaction mechanics and liquefaction resistance. This work compares the stress paths of a monotonic test with those of a cyclic test under the same initial conditions, and concluded that the stress path of monotonic tests envelops the stress path of cyclic tests under the same initial conditions. In addition, a new parameter, Level of Liquefaction Index (LI) is proposed to evaluate the liquefaction resistance of specimens under various initial conditions, and a linear relationship between LI and number of cycles at failure is found.

[1]  R. Dyvik,et al.  Comparison of truly undrained and constant volume direct simple shear tests , 1987 .

[2]  Ahmet H. Aydilek,et al.  Trace Metal Leaching from Embankment Soils Amended with High-Carbon Fly Ash , 2014 .

[3]  H. Y. Sze,et al.  Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions , 2011 .

[4]  G. Roberts,et al.  Monotonic Direct Simple Shear Tests on Sand under Multidirectional Loading , 2017 .

[5]  Guowei Ma,et al.  Coupled time domain integration algorithm for numerical manifold method , 2017 .

[6]  W. Finn Aspects of Constant Volume Cyclic Simple Shear , 1985 .

[7]  J. Konrad,et al.  UNDRAINED RESPONSE OF LOOSELY COMPACTED SANDS DURING MONOTONIC AND CYCLIC COMPRESSION TESTS , 1993 .

[8]  X. Mao,et al.  Behaviour of calcareous soils in undrained cyclic simple shear , 2003 .

[9]  Yoginder P. Vaid,et al.  Confining stress and static shear effects in cyclic liquefaction , 2001 .

[10]  Jerry A. Yamamuro,et al.  Monotonic and Cyclic Liquefaction of Very Loose Sands with High Silt Content , 2001 .

[11]  SivathayalanSiva,et al.  Effect of static shear stress on the cyclic resistance of sands in simple shear loading , 2011 .

[12]  W. F. Marcuson,et al.  Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils , 2001 .

[13]  M. M. Monkul,et al.  Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading , 2015 .

[14]  C. Clayton,et al.  Internal fluidization in granular soils , 2014 .