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Nottingham Centre for Geomechanics

Publications

Content: SONG, G. and MARSHALL, A. M., 2021. Centrifuge study on the use of protective walls to reduce tunnelling-induced damage of buildings: Tunnelling and Underground Space Technology Tunnelling and Underground Space Technology. 115,

Content: KHAN, M. W., DAWSON, A. R. and MARSHALL, A. M., 2021. Filtration performance of non- woven geotextiles with internally-stable and -unstable soils under dynamic loading: Geotextiles and Geomembranes Geotextiles and Geomembranes.

Content: KHAN, M. A., MCCRUM, D. P., PRENDERGAST, L. J., OBRIEN, E. J., FITZGERALD, P. C. and KIM, C. W., 2021. Laboratory investigation of a bridge scour monitoring method using decentralized modal analysis: Structural Health Monitoring Structural Health Monitoring.

Content: PREGNOLATO, M., VARDANEGA, P. J., LIMONGELLI, M. P., GIORDANO, P. F. and PRENDERGAST, L. J., 2021. Risk-based bridge scour management: A survey

Content: REALE, C., TOTT-BUSWELL, J. and PRENDERGAST, L. J., 2021. Impact of geotechnical uncertainty on the preliminary design of monopiles supporting offshore wind turbines: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering. 7(4),

Content: THEJESH KUMAR GARALA and GOPAL S. P. MADABHUSHI, 2021. Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils Journal of Geotechnical and Geoenvironmental Engineering. 147(3), 04021005

Content: L. DE SANCTIS, R. DI LAORA, T.K. GARALA, S.P.G. MADABHUSHI, G.M.B. VIGGIANI and P. FARGNOLI, 2021. Centrifuge modelling of the behaviour of pile groups under vertical eccentric load Soils and Foundations. 61(2), 465-479

Content: KANTESARIA, NAMAN and SACHAN, AJANTA, 2021. Cyclic Degradation and Pore-Water Pressure Response of High-Plasticity Compacted Clay Journal of Geotechnical and Geoenvironmental Engineering. 147(11), 04021113

Content: KANTESARIA, NAMAN and SACHAN, AJANTA, 2021. Small-strain shear modulus and yielding characteristics of compacted high-plasticity clay Géotechnique. 1-14

Content: KANTESARIA, NAMAN and SACHAN, AJANTA, 2021. Strain Energy, Yielding and Undrained Shear Characteristics of High Plasticity Compacted Clay Subjected to Stress Anisotropy Geotechnical and Geological Engineering. 1-24

Content: DE BONO, J. and MCDOWELL, G., 2020. The effects of particle shape on the yielding behaviour of crushable sand: Soils and Foundations Soils and Foundations.

Content: DE BONO, J., LI, H. and MCDOWELL, G., 2020. A new abrasive wear model for railway ballast: Soils and Foundations Soils and Foundations.

Content: LI, H. and MCDOWELL, G., 2020. Discrete element modelling of two-layered ballast in a box test: Granular Matter Granular Matter. 22(4),

Content: TASALLOTI, A., MARSHALL, A. M., HERON, C. M. and HASHEMI, M. A., 2020. Geocellular railway drainage systems: Physical and numerical modelling: Transportation Geotechnics Transportation Geotechnics. 22,

Content: SONG, G. and MARSHALL, A. M., 2020. Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels: Tunnelling and Underground Space Technology Tunnelling and Underground Space Technology. 103,

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Nottingham Centre for Geomechanics

Faculty of Engineering
The University of Nottingham
University Park
Nottingham, NG7 2RD

email:NCG@nottingham.ac.uk