An experimental investigation into the behaviour of de-structured chalk under cyclic loading
Journal article, 2022

Low-to-medium density chalk can be de-structured to soft putty by high-pressure compression, dynamic impact or large-strain repetitive shearing. These process all occur during pile driving and affect subsequent static and cyclic load-carrying capacities. This paper reports undrained triaxial experiments on de-structured chalk, which shows distinctly time-dependent behaviour as well as highly non-linear stiffness, well-defined phase transformation (PT) and stable ultimate critical states under monotonic loading. Its response to high-level undrained cyclic loading invokes both contractive and dilative phases that lead to pore pressure build-up, leftward effective stress path drift, permanent strain accumulation, cyclic stiffness losses and increasing damping ratios that resemble those of silts. These outcomes are relatively insensitive to consolidation pressures and are distinctly different to those of the parent intact chalk. The maximum number of cycles that can be sustained under given combinations of mean and cyclic stresses are expressed in an interactive stress diagram which also identifies conditions under which cycling has no deleterious effect. Empirical correlations are proposed to predict the number of cycles to failure and mean effective stress drift trends under the most critical cyclic conditions. Specimens that survive long-term cycling present higher post-cyclic stiffnesses and shear strengths than equivalent ‘virgin’ specimens.
 
 
 

Chalk putty

laboratory testing

de-structuration

triaxial

cyclic loading

Author

Tingfa Liu

Reza Ahmadi Naghadeh

Chalmers, Architecture and Civil Engineering, GeoEngineering

Ken Vinck

Richard J. Jardine

Stavroula Kontoe

Róisín M. Buckley

Byron W. Byrne

Geotechnique

0016-8505 (ISSN)

Subject Categories

Geotechnical Engineering

Areas of Advance

Materials Science

DOI

10.1680/jgeot.21.00199

More information

Created

3/18/2022