All Outputs (3)

Centrifuge application of fibre Bragg gratings: pile axial loads and wall bending moments (2021)
Journal Article
Heron, C. M., Song, G., Xu, J., Marshall, A. M., Korposh, S., & Correia, R. (2022). Centrifuge application of fibre Bragg gratings: pile axial loads and wall bending moments. International Journal of Physical Modelling in Geotechnics, 22(4), 192-207. https://doi.org/10.1680/jphmg.20.00078

One challenge for geotechnical centrifuge testing of soil-structure interaction problems is the reliable measurement of induced structural strains/forces. This paper presents a novel application of fibre Bragg grating (FBG) sensors for strain measure... Read More about Centrifuge application of fibre Bragg gratings: pile axial loads and wall bending moments.

Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines (2021)
Journal Article
Zevgolis, I. E., Theocharis, A. I., Deliveris, A. V., Koukouzas, N. C., Roumpos, C., & Marshall, A. M. (2021). Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines. Journal of Geotechnical and Geoenvironmental Engineering, 147(7), Article 04021050. https://doi.org/10.1061/%28asce%29gt.1943-5606.0002550

Coal mines produce large amounts of excavated waste soils, known as spoils. These materials can cover vast areas, are typically dumped in heaps without any treatment and are difficult to exploit for engineering purposes because of their significant v... Read More about Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines.

Cavity expansion-contraction based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis (2021)
Journal Article
Mo, P., Marshall, A. M., & Fang, Y. (2021). Cavity expansion-contraction based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis. International Journal of Geomechanics, 21(5), https://doi.org/10.1061/%28ASCE%29GM.1943-5622.0002016

This paper proposes an analytical method based on drained solutions of cavity expansion and contraction in a unified clay and sand model to investigate tunnel-soil-pile interactions. Cavity expansion analyses are used to evaluate the effects of pile... Read More about Cavity expansion-contraction based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis.