POSTERS


Publications

  • Siemens, Greg & Oldroyd, Chris & Beddoe, Ryley. (2021). Flow Cell with High-Resolution Spatial and Temporal Degree of Saturation Measurements for Two-Dimensional Near-Surface Phenomena Using Unsaturated Transparent Soil. Geotechnical Testing Journal. 44. 20200082. 10.1520/GTJ20200082. 
  • Ross, Cameron & Siemens, Greg & Beddoe, Ryley. (2021). Initialization of Thermal Models in Cold and Warm Permafrost. Arctic Science. 8. 10.1139/AS-2021-0013. 
  • Tutton, Rosamond & Way, Robert & Beddoe, Ryley & Zhang, Yu & Trant, Andrew. (2021). Modelled Soil Temperature Sensitivity to Variable Snow and Vegetation Conditions in Low-Relief Coastal Mountains, Nunatsiavut and NunatuKavut, Labrador. 10.1061/9780784483589.007. 
  • Eichhorn, Geoff & Bowman, A. & Haigh, Stuart & Stanier, Sam. (2020). Low‐cost digital image correlation and strain measurement for geotechnical applications. Strain. 56. 10.1111/str.12348. PDF
  • Ross, Cameron & Siemens, G. & Beddoe, Ryley. (2019). Permafrost Science and Engineering. 652-660. 10.1061/9780784482599.075. 
  • Carreira, A. & Beddoe, Ryley. (2019). Pavements and Embankments. 111-118. 10.1061/9780784482599.013. 
  • Eichhorn, Geoff & Haigh, Stuart. (2019). Imaging of landslide-pipeline interaction in a geotechnical drum centrifuge. PDF
  • Pk, Shubhra & Bashir, Rashid & Beddoe, Ryley. (2018). Effect of Climate Change on Earthen Embankments in Southern Ontario, Canada. Environmental Geotechnics. 8. 1-70. 10.1680/jenge.18.00068. 
  • Siemens, G. & Beddoe, Ryley. (2018). Spatial Resolution of Degree of Saturation Measurements in Unsaturated Transparent Soil Experiments. 174-184. 10.1061/9780784481677.009. 
  • Eichhorn, Geoff & Haigh, Stuart. (2018). Landslide Pipe-Soil Interaction: State of the Practice. 10.1115/IPC2018-78434. PDF
  • Eichhorn, Geoff & Haigh, Stuart. (2018). Uplift resistance of a buried pipeline in silty soil on slopes. PDF
  • Siddiqua, Sumi & Tabgiatnejad, Bardia & Siemens, Greg. (2017). Impact of pore fluid chemistry on the thermal conductivity of bentonite–sand mixture. Environmental Earth Sciences. 77. 10.1007/s12665-017-7182-8. 
  • Beddoe, Ryley & Take, W.. (2016). Loss of slope support due to base liquefaction: Comparison of 1g and centrifuge landslide flume experiments. Soils and Foundations. 56. 10.1016/j.sandf.2016.02.008. 
  • Tabgiatnejad, Bardia & Siddiqua, Sumi & Siemens, Greg. (2016). Impact of pore fluid salinity on the mechanical behavior of unsaturated bentonite–sand mixture. Environmental Earth Sciences. 75. 10.1007/s12665-016-6246-5. 
  • Siemens, Greg & Mumford, Kevin & Kucharczuk, Daniel. (2015). Characterization of Transparent Soil for Use in Heat Transport Experiments. Geotechnical Testing Journal. 38. 20140218. 10.1520/GTJ20140218. 
  • Take, W & Beddoe, Ryley. (2015). Physical modelling of rainfall-induced flow failures in loose granular soils. IOP Conference Series: Earth and Environmental Science. 26. 012001. 10.1088/1755-1315/26/1/012001. PDF
  • Beddoe, Ryley & Take, W.. (2015). Influence of slope inclination on the triggering and distal reach of hydraulically-induced flow slides. Engineering Geology. 187. 10.1016/j.enggeo.2015.01.006. 
  • Siemens, Greg & Mumford, Kevin & Kucharczuk, Daniel. (2015). Characterization of Transparent Soil for Use in Heat Transport Experiments. Geotechnical Testing Journal. 38. 20140218. 10.1520/GTJ20140218. 
  • Siemens, Greg & Mumford, Kevin & Kucharczuk, Daniel. (2015). Characterization of Transparent Soil for Use in Heat Transport Experiments. Geotechnical Testing Journal. 38. 20140218. 10.1520/GTJ20140218. 
  • Take, W. & Beddoe, Ryley & Davoodi, Roya & Phillips, Ryan. (2014). Effect of antecedent groundwater conditions on the triggering of static liquefaction landslides. Landslides. 12. 10.1007/s10346-014-0496-7. PDF
  • Take, W. & Beddoe, Ryley. (2014). Base liquefaction: A mechanism for shear-induced failure of loose granular slopes. Canadian Geotechnical Journal. 51. 10.1139/cgj-2012-0457. 
  • Siemens, Greg & Peters, S. & Take, W.. (2013). Comparison of confined and unconfined infiltration in transparent porous media. Water Resources Research. 49. 851-863. 10.1002/wrcr.20101. 
  • Beddoe, Ryley & Take, Andy. (2013). Physical modeling of rainfall induced landslides. 11585-. 
  • Take, W.A. & Siemens, Greg & Rowe, Ronald & Brachman, R.. (2012). Numerical investigation of transient hydration of unsaturated geosynthetic clay liners. Geosynthetics International. 19. 232-251. 10.1680/gein.12.00011. 
  • Siemens, Greg & Take, Andy & Peters, Stephen. (2012). Examination of Unsaturated Conductivity Curves Using Transparent Soil. 10.1007/978-3-642-31116-1_29. 
  • Beddoe, Ryley & Take, W & Rowe, Ronald & Asce, F. (2011). Water-Retention Behavior of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering. 137. 10.1061/(ASCE)GT.1943-5606.0000526. 
  • Beddoe, Ryley & Take, W & Rowe, Ronald & Asce, F. (2011). Water-Retention Behavior of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering. 137. 10.1061/(ASCE)GT.1943-5606.0000526. 
  • Siemens, Greg & Bathurst, Richard. (2010). Numerical parametric investigation of infiltration in one-dimensional sand–geotextile columns. Geotextiles and Geomembranes. 20. 460-474. 10.1016/j.geotexmem.2009.12.009. 
  • Siemens, Greg & Blatz, James. (2008). Numerical modelling of shallow foundations on swelling clay soil using the swelling equilibrium limit. 855-860. 10.1201/9780203884430.ch118. 
  • Siemens, Greg & Blatz, James. (2007). Development of a hydraulic conductivity apparatus for bentonite soils. Canadian Geotechnical Journal. 44. 997-1005. 10.1139/T07-025.