Dr Elisabeth Bowman
Department of Civil and Structural Engineering
Reader in Geomechanics


+44 114 222 5747
Full contact details
Department of Civil and Structural Engineering
Room C109d
Sir Frederick Mappin Building (Broad Lane Building)
Mappin Street
Sheffield
S1 3JD
- Profile
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My work aims to understand how landslides, high speed debris flows and rock avalanches behave, so we can protect lives and infrastructure from their impact.
Dr Elisabeth Bowman
Elisabeth (Lis) Bowman completed her undergraduate and postgraduate degrees at the University of Cambridge and spent several years in consulting practice. She received her PhD in 2002 researching the mechanics of creep and ageing in freshly disturbed granular materials.
She then spent three years as a Royal Academy of Engineering Postdoctoral Fellow at the University of Cambridge exploring the mechanics of large and catastrophic landslides via physical modelling, after which she joined the academic staff at the University in Canterbury in Christchurch, New Zealand.
There she gained valuable field experience in investigating landslide and earthquake behaviour as well as continuing with experimental research and numerical modelling of slope stability / landslide mechanics.
Lis joined our Department in 2013. Her research is aimed at understanding particulate-scale mechanisms of geomaterials under deformation, including roles of particle size segregation, creep and fracture that produce important and sometimes puzzling geotechnical phenomena. Questions being addressed:
- What is the role of particle breakage in the runout of large rock avalanches?
- How does particle size segregation and pore pressure influence the velocity and run out of debris flows? How does this affect barrier design?
- How can seepage induced internal erosion of fine particles be characterized towards increased safety of hydraulic structures such as dams and levees?
- Why and how do granular soils “age” (increase in strength and stiffness with time)?
The investigative tools she uses in her research include physical modelling, transparent soil, high speed imaging, PIV and PTV techniques, centrifuge, flume and element testing and field mapping.
Research Themes
- Research interests
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- Physical modelling of geotechnical problems using centrifuge experimental facilities
- Transparent soils and non-intrusive physical modelling
- Foundation engineering (such as monopile foundations for offshore wind turbines)
- Resilience of infrastructure such as slopes, embankments, flood defences etc. to climate change
- Soil reinforcement though mechanically stabilised soils.
- Creep of granular soils leading to observed ageing effects
- Mechanisms behind the extraordinary spreading of large and catastrophic rock avalanches, including static-dynamic behaviour of rock breakage
- Mechanics of the motion of debris flows with a view to better modelling of their runout behaviour
- Behaviour of granular flows within geotechnical centrifuge physical model experiments
- Internal erosion of susceptible soils (such as glacial tills), which may lead to internal instability in embankment dams, levees and canals
- Local deformation modes of model geosynthetic reinforced soil walls under seismic loading
- Publications
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Journal articles
- Influence of pore fluid on grain‐scale interactions and mobility of granular flows of differing volume. Journal of Geophysical Research: Earth Surface.
- The influence of image analysis methodology on the calculation of granular temperature for granular flows. Granular Matter, 23(4).
- Particle-scale observation of seepage flow in granular soils using PIV and CFD. Géotechnique. View this article in WRRO
- Experimental investigation on the impact dynamics of saturated granular flows on rigid barriers. Environmental and Engineering Geoscience, 27(1), 127-138. View this article in WRRO
- Editorial: Physical modelling of landslides. International Journal of Physical Modelling in Geotechnics, 20(4), 175-176.
- Engineering behaviour and mechanical - empirical relationships for a problematic New Zealand tropical residual soil. Quarterly Journal of Engineering Geology and Hydrogeology. View this article in WRRO
- Analysis of the Fabric of Undisturbed and Pluviated Silty Sand under Load over Time. European Journal of Environmental and Civil Engineering. View this article in WRRO
- Visualisation of seepage-induced suffusion and suffosion within internally erodible granular media. Géotechnique, 68(10), 918-930. View this article in WRRO
- Extended kinetic theory applied to inclined granular flows: role of boundaries. Granular Matter, 19. View this article in WRRO
- Performance of PIV and PTV for granular flow measurements. Granular Matter, 19. View this article in WRRO
- Visualization of dominant stress-transfer mechanisms in experimental debris flows of different particle-size distribution. Canadian Geotechnical Journal, 54(2), 258-269. View this article in WRRO
- Stability evaluation and prediction of the Dongla reactivated ancient landslide as well as emergency mitigation for the Dongla Bridge. Landslides, 1-16. View this article in WRRO
- Using PIV to measure granular temperature in saturated unsteady polydisperse granular flows. Granular Matter, 18(3). View this article in WRRO
- Debris flows: Experiments and modelling. Comptes Rendus Physique, 16(1), 86-96.
- Observations of grain-scale interactions and simulation of dry granular flows in a large-scale flume. Canadian Geotechnical Journal, 52(5), 638-655.
- Physical and numerical modelling of dry granular flows under Coriolis conditions. Geotechnique, 65(3), 188-200.
- The runout of chalk cliff collapses in England and France-case studies and physical model experiments. Landslides.
- Internal imaging of saturated granular free-surface flows. International Journal of Physical Modelling in Geotechnics, 12(4), 129-142. View this article in WRRO
- Dynamic fragmentation of rock clasts under normal compression in sturzstrom. Geotechnique Letters, 2(7-9), 167-172. View this article in WRRO
- Physical models of rock avalanche spreading behaviour with dynamic fragmentation. Canadian Geotechnical Journal, 49(4), 460-476.
- Evidence of earthquake-induced liquefaction obtained from GeoEye-1 images. Geotechnique Letters, 2(4-6), 49-53. View this article in WRRO
- Progressive failure and shear band development within model-scale reinforced soil walls subject to seismic shaking. Geotechnique Letters, 1(3), 53-57.
- Quantifying and modeling post-failure sediment yields from laboratory-scale soil erosion and shallow landslide experiments with silty loess. Geomorphology, 129(1-2), 49-58.
- Modelling debris flow processes with a geotechnical centrifuge. Italian Journal of Engineering Geology and Environment, 13(International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Proceedings), 339-349.
- Experimental measurements of velocity through granular-liquid flows. Italian Journal of Engineering Geology and Environment, 13(International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Proceedings), 375-384.
- Geotechnical reconnaissance of the 2010 Darfield (Canterbury) earthquake. Bulletin of the New Zealand Society for Earthquake Engineering, 43(4), 243-320. View this article in WRRO
- Experimental modelling of debris flow behaviour using a geotechnical centrifuge. Canadian Geotechnical Journal, 47(7), 742-762.
- The influence of shallow landslides on sediment supply: A flume-based investigation using sandy soil. Engineering Geology, 109(3-4), 161-169.
- Mechanisms of setup of displacement piles in sand: Laboratory creep tests. Canadian Geotechnical Journal, 42(5), 1391-1407.
- Creep, ageing and microstructural change in dense granular materials. Soils and Foundations, 43(4), 107-117.
- Particle shape characterisation using Fourier descriptor analysis. Geotechnique, 51(6), 545-554.
- View this article in WRRO
- Dynamic rock fragmentation: thresholds for long runout rock avalanches. Frattura ed Integrità Strutturale, 8(30), 7-13.
- Dilation and flow resistance of granular flows in a rotating drum.
Chapters
- Small landslides – frequent, costly and manageable, Landslide Hazards, Risks, and Disasters (pp. 439-477). Elsevier
- The Role of Seepage Flow Rate and Deviatoric Stress on the Onset and Progression of Internal Stability in a Gap-Graded Soil, Lecture Notes in Civil Engineering (pp. 50-59). Springer International Publishing
- TXT-tool 3.044-1.1: The Runout of Chalk Cliff Collapses—Case Studies and Physical Model Experiments, Landslide Dynamics: ISDR-ICL Landslide Interactive Teaching Tools (pp. 297-314). Springer International Publishing
- Small Landslides—Frequent, Costly, and Manageable, Landslide Hazards, Risks and Disasters (pp. 405-439). Elsevier
- Contributors, Landslide Hazards, Risks and Disasters (pp. ix-ix). Elsevier
- Small Landslides-Frequent, Costly, and Manageable, Landslide Hazards, Risks, and Disasters (pp. 405-439).
- Effects of non-plastic fines on liquefaction resistance of sandy soils In Garevski M & Ansal A (Ed.), Earthquake Engineering in Europe. Geotechnical, Geological and Earthquake Engineering (pp. 125-144). London & New York: Springer
Conference proceedings papers
- Experimental investigation of granular flow erosion via photoelastic method. 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings, Vol. 2019-September
- Viewing Fluid Flow Inside a Granular Medium. proceedings of the 26th Annual Meeting of the European Working Group on Internal Erosion (EWG‐IE), Vol. 1(1) (pp 91-97), 10 September 2018 - 13 September 2018. View this article in WRRO
- Capturing of the internal mechanics of liquid-granular flows comprised of polydisperse spherical particles. EPJ Web of Conferences, Vol. 140 (pp 14006-14006) View this article in WRRO
- Observation of microstructure of silty sand obtained from gelpush sampler and reconstituted sample. EPJ Web of Conferences, Vol. 140 (pp 12017-12017) View this article in WRRO
- Influences of strain rate and shear rate on the propagation of large scale rock avalanches (pp 1707-1714) View this article in WRRO
- Granular temperature measurements of uniform granular flows. DEFORMATION CHARACTERISTICS OF GEOMATERIALS, Vol. 6 (pp 647-654) View this article in WRRO
- View this article in WRRO
- Methods for the physical measurement of collisional particle flows. IOP Conference Series: Earth and Environmental Science, Vol. 26(1)
- Towards measurement of “granular temperature” inside a flowing unsteady saturated granular medium (pp 1553-1558)
- The Theory of Critical Distances to Model the Short- to Long-crack Transition in Geological Materials Subjected to Mode I Static Loading. Procedia Materials Science, Vol. 3 (pp 562-567)
- Measurement and change in microstructure of loose silty sand due to ageing. 18th Southeast Asia Geotechnical Conference (18SEAGC) “Challenges in Sustainable Geotechnical Infras. Singapore, 29 May 2013 - 31 May 2013.
- Quantification of time-dependent microstructural change of a silty sand under load. AIP Conference Proceedings, Vol. 1542 (pp 293-296)
- Case study of a road embankment failure mitigated using deep soil mixing. Geotechnical Special Publication(228 GSP) (pp 471-482)
- GEOTECHNICAL IMPLICATIONS OF THE M 7.1 AND M 6.3 CANTERBURY EARTHQUAKES OF 4 SEPTEMBER 2010 AND 22 FEBRUARY 2011. Geotechnical Engineering for Disaster Mitigation and Rehabilitation and Highway Engineering 2011
- Physical modelling of natural hazards. Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010, Vol. 1 (pp 3-22)
- Optical investigation through a flowing saturated granular material. Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010, Vol. 2 (pp 1279-1284)
- The role of particle size in the flow behaviour of saturated granular materials. Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering, Vol. 1 (pp 470-473)
- View this article in WRRO
- Integrating monitoring techniques for a buried sinkhole in an urban environment. Proceedings Of The 16th Multidisciplinary Conference On Sinkholes And The Engineering And Environmental Impacts Of Karst, 12 April 2021 - 16 April 2021.
- Effects of viscosity in granular flows simulated in a centrifugal acceleration field (pp 1075-1080)
- A new apparatus to examine the role of seepage flow on internal instability of model soil (pp 377-382)
Other
- Assessing Experimental Methods for the Quantification of Particle Size Segregation in Large Scale Flume Tests using Image Analysis.
- A method to determine the dissolution and erosion rates of marly gypsum samples from Ripon, UK.
Preprints
- Influence of pore fluid on grain‐scale interactions and mobility of granular flows of differing volume. Journal of Geophysical Research: Earth Surface.
- Research group
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Earthquake Engineering Group
- Grants
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Particle-Scale Investigation of Seepage Induced Geotechnical Instablility
Awareness is growing that seepage forces imparted on individual particles can preferentially erode the smaller particles in sandy soils. There can be significant internal erosion of the soil under scenarios that are considered safe according to the classical continuum calculations used in engineering practice; this phenomenon is called internal instability.
The Rosetta Stone Network: Physical testing towards a common unstanding of debris flow
This project aims to create a “Rosetta Stone” of communication between the disciplines through physical tests undertaken with common material characteristics, informed by monitored field events, leading to improved numerical models.
- Potential PhD offerings
Unfortunately I am not seeking any PhD Students at this time, however please contact me if you are interested in doing a project in my area of research.