Laboratory Investigation of the Cyclic Loading Behaviour of Intact and De-Structured Chalk

Liu, T., Ahmadi-Naghadeh, R., Vinck, K., Jardine, R. J., Kontoe, S., Buckley, R. M. , Byrne, B. W. and McAdam, R. A. (2023) Laboratory Investigation of the Cyclic Loading Behaviour of Intact and De-Structured Chalk. In: 8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023), Porto, Portugal, 03-06 Sep 2023,

Abstract

Chalk is a soft biomicrite composed of silt-sized crushable CaCO3 aggregates. Chalks response to cyclic loading depends critically on its sensitive micro fabric and state, which may be altered significantly by high-pressure compression, dynamic impact or prior large-strain repetitive shearing. This paper reports high-resolution undrained cyclic triaxial experiments on low- to medium-density intact chalk and chalk de-structured by dynamic compaction to model the effects of percussive pile driving. The intact chalk manifested stable and nearly linear visco-elastic response under a wide range of the one-way, stress-controlled cyclic loading conditions imposed. However, high level cycling led to sudden failures that resembled the fatigue response of metals, concretes and rocks, with little sign of cyclic damage before sharp pore pressure reductions, non-uniform displacements and finally brittle collapses. However, the de-structured chalks response to high-level undrained cycling resembles that of silts, developing both contractive and dilative phases that led to pore pressure build-up, leftward effective stress-path drift, permanent strain accumulation, cyclic stiffness losses and increasing damping ratios. Results from exemplar tests are presented to illustrate these key features and demonstrate how chalks undrained cyclic shearing characteristics depend also on effective stress level. The experimental outcomes provide significant scope for developing constitutive and empirical relationships or predictive tools to enable the interpretation and design of driven pile foundations in chalk and other chalk-structure interaction related problems under cyclic loading.

• Item Type: Conference Proceedings
• Additional Information: The experimental studies were undertaken under the ALPACA project funded by the Engineering and Physical Science Research Council (EPSRC) grant EP/P033091/1, Royal Society Newton Advanced Fellowship NA160438 and Supergen ORE Hub 2018 (EPSRC EP/S000747/1). Byrne is supported by the Royal Academy of Engineering under the Research Chairs and Senior Research Fellowships scheme. The authors acknowledge additional financial and technical support by Atkins, Cathie Associates, Equinor, Fugro, Geotechnical Consulting Group (GCG), Iberdrola, Innogy, LEMS, Ørsted, Parkwind, Siemens, TATA Steel and Vattenfall. Imperial College’s EPSRC Centre for Doctoral Training (CDT) in Sustainable Civil Engineering and the DEME Group (Belgium) supported Ken Vinck.
• Status: Published
• Refereed: Yes
• Glasgow Author(s) Enlighten ID: Buckley, Dr Roisin
• Authors: Liu, T., Ahmadi-Naghadeh, R., Vinck, K., Jardine, R. J., Kontoe, S., Buckley, R. M., Byrne, B. W., and McAdam, R. A.
• College/School: College of Science and Engineering > School of Engineering > Infrastructure and Environment
• Copyright Holders: Copyright © 2023 The Authors
• First Published: First published in Proceedings of the 8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
• Publisher Policy: Reproduced in accordance with the publisher copyright policy

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