Reanalysis of some in situ compaction test results
Conference Proceeding
Imre, E., Lorincz, J., Trang, P., Casini, F., Guida, G., Fityus, S., …Singh, V. (2019)
Reanalysis of some in situ compaction test results. In Proceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of the futurehttps://doi.org/10.32075/17ECSMGE-2019-0989
Brandl (1977) presents the grading curve results of an investigation of particle disintegration of natural sandy gravel and crushed stone bedding courses due to in situ compac...
The geoengineering approach to the study of rivers and reservoirs
Journal Article
Corbett, P. W., Owen, A., Hartley, A., Pla-Pueyo, S., Barreto Gonzalez, D., Hackney, C., & Kape, S. (2019)
The geoengineering approach to the study of rivers and reservoirs. Geological Society Special Publications, https://doi.org/10.1144/SP488-2018-98
This volume contains contributions for two meetings held to explore the links between geoscience and engineering in rivers and reservoirs (surface and subsurface). The first ...
Particle-scale interaction in sand-rubber mixtures and their influence on energy dissipation mechanisms
Journal Article
Fonseca, J., Riaz, A., Bernal-Sanchez, J., Barreto Gonzalez, D., McDougall, J., Miranda Manzanares, M., …Dimitriadi, V. (2019)
Particle-scale interaction in sand-rubber mixtures and their influence on energy dissipation mechanisms. Géotechnique Letters, 9(4), 1-6. https://doi.org/10.1680/jgele.18.00221
Sand-rubber mixture (SRm) behaviour is affected by rubber content (RC) whilst dissipation in sands is caused by inter-particle sliding. Dissipation in SRm is as, or more signi...
Particle loss: An initial investigation into size effects and stress-dilatancy
Journal Article
McDougall, J., Kelly, D., & Daniel, B. (2019)
Particle loss: An initial investigation into size effects and stress-dilatancy. Soils and Foundations, https://doi.org/10.1016/j.sandf.2019.03.002
Drained triaxial tests have been performed to explore the effect of particle loss on shearing behaviour and critical states in granular mixtures. The mixtures comprise Leighto...
The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies
Journal Article
Jiang, M. D., Yang, Z. X., Barreto, D., & Xie, Y. H. (2018)
The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies. Granular Matter, 20(80), doi:10.1007/s10035-018-0850-x
This paper presents an investigation into the effects of particle-size distribution on the critical state behavior of granular materials using Discrete Element Method (DEM) si...
Strategies for One Dimensional (1D) Compression Testing of Large-Particle-Sized Tire Derived Aggregate
Journal Article
Adesokan, D., Fleming, I., Hammerlindl, A., & McDougall, J. (2019)
Strategies for One Dimensional (1D) Compression Testing of Large-Particle-Sized Tire Derived Aggregate. Geotechnical Testing Journal, 42(5), 1336-1358. https://doi.org/10.1520/gtj20170091
Laboratory testing of a mass of large particle sized Tire Derived Aggregate (TDA) to assess performance related properties such as void ratio, compressive creep and hydraulic ...
Investigating the fracture behavior of Portland limestone: an experimental study
Journal Article
Marinelli, A., & Stewart, M. (2018)
Investigating the fracture behavior of Portland limestone: an experimental study. Procedia Structural Integrity, 10, 104-111
An experimental investigation of the mechanical and fracture characteristics of the ‘Grove Whitbed’ Portland limestone is undertaken with the aim to enhance understanding of t...
Estimating degradation-related settlement in two landfill-reclaimed soils by sand-salt analogues
Journal Article
McDougall, J., Fleming, I., Thiel, R., Dewaele, P., Parker, D., & Kelly, D. (2018)
Estimating degradation-related settlement in two landfill-reclaimed soils by sand-salt analogues. Waste Management, https://doi.org/10.1016/j.wasman.2018.04.013
Landfill reclaimed soil here refers to largely degraded materials excavated from old landfill sites, which after processing can be reinstated as more competent fill, thereby r...
New method for rock qualification
Conference Proceeding
János, L., Emőke, I., Phong. Q, T., Miklós, G., László, K., István, T., …Guida, G. (2018)
New method for rock qualification. In Mérnökgeológia-Kőzetmechanika 2018 (263-274
A new method was elaborated to characterize the breakage properties of rocks. A crushing test was suggested and parallel tests were performed on sand-pairs with differen...
Seismic liquefaction performance of strip foundations: Effect of ground improvement dimensions
Journal Article
Dimitriadi, V. E., Bouckovalas, G. D., Chaloulos, Y. K., & Aggelis, A. S. (2018)
Seismic liquefaction performance of strip foundations: Effect of ground improvement dimensions. Soil Dynamics and Earthquake Engineering, 106, 298-307. https://doi.org/10.1016/j.soildyn.2017.08.021
Evidence from field case studies, as well as from experimental and theoretical research, suggest that the detrimental effects of seismic liquefaction on the performance of sur...