Rowe, R. K.
Rowe, R. Kerry.
R. Kerry Rowe Australian-Canadian civil engineer
VIAF ID: 71493314 ( Personal )
Permalink: http://viaf.org/viaf/71493314
Preferred Forms
- 100 0 _ ‡a R. Kerry Rowe ‡c Australian-Canadian civil engineer
- 200 _ | ‡a Rowe ‡b R. Kerry
- 100 1 _ ‡a Rowe, R. K
-
- 100 1 _ ‡a Rowe, R. K
-
- 100 1 _ ‡a Rowe, R. K.
-
-
- 100 1 _ ‡a Rowe, R. Kerry
-
4xx's: Alternate Name Forms (12)
Works
Title | Sources |
---|---|
Application of finite element techniques to the analysis of reinforced soil walls | |
Chloride migration through clay underlain by fine sand | |
Clayey barrier systems for waste disposal facilities, 1997: | |
Comparison of observed and calculated pore pressures and deformations induced by an earth balance shield | |
Compatibility testing and diffusion through GCLs | |
Contaminant migration in a regular two or three dimensional fractured network : reactive contaminants | |
Contaminant migration through fractured till into an underlying aquifer | |
Design of the Halton landfill | |
Detecting ionic contaminants in water using complex permittivity | |
Diffusion of sodium and chloride through geosynthetic clay liners | |
The effect of multi-directional matrix diffusion on contaminant transport through fractured systems | |
Effects of undrained strength anisotropy on surface subsidences induced by the construction of shallow tunnels | |
Engineered clayey barriers to control groundwater contamination | |
Evaluation of a compacted till liner test pad constructed over a granular sub-liner contingency layer | |
Evaluation of the hydraulic conductivity of aquitards | |
Extension of porosity and surface area models for uniform porous media for studying clogging of landfill collection systems | |
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils : Method of analysis | |
Forestry in the Republic of Korea; a report on possible Australian assistance under the Colombo plan | |
Geosynthetic clay liner-chemical compatibility by hydraulic conductivity testing and factors impacting its performance | |
Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste. | |
Geosynthetics : environmental applications in waste containment | |
Geotechnical and geoenvironmental engineering handbook | |
Geotextiles in filtration and drainage : some challenging applications | |
Hubrey Road : a reinforced embankment case history | |
Implications of adopting an allowable geosynthetic strain in estimating stability | |
Integration of hydrogeology and engineering in the design of waste management sites | |
Laboratory and field studies of salt diffusion through a composite liner | |
Laboratory determination of diffusion and distribution coefficients of contaminants using undisturbed soil | |
Laboratory testing of perforated leachate collection pipes | |
Large scale testing of geomembrane protection layers | |
Leachate characteristics for MSW landfills | |
Leachate detection or hydraulic control : two design options | |
Leachate migration through clay below a domestic waste landfill, Sarnia, Ontario, Canada : chemical interpretation and modelling philosophies | |
Lessons learned from the alleged failure of a geotextile filter : a forensic examination | |
Long-term behaviour of engineered barrier systems | |
Mass loading and the rate of clogging due to municipal solid waste leachate | |
Modelling impacts due to multiple landfill cells and clogging of leachate collections systems | |
Modelling of 2D contaminant migration in a layered and fractured zone beneath landfills | |
Modelling of contaminant movement through fractured or jointed media with parallel fractures | |
Modelling the rate sensitive characteristics of the Gloucester foundation soil | |
Monitoring of geotextile strain in a reinforced embankment constructed of soft organic clayey silt | |
New theoretical models for waste disposal sites with clay liners | |
The Observed behaviour of a test embankment constructed on soft soil. R. Kerry Rowe ... [et al.]. | |
Particle size and clogging of granular media permeated with leachate | |
Pollutant transport through barriers | |
Pollution migration in a liner underlain by fractured soil | |
Predicted undrained behaviour of the Sackville test embankment | |
The prediction of deformations caused by soft ground tunnelling : recent trends | |
Recent advances in modelling of contaminant impact due to clogging | |
Recent advances understanding the cloggin of leachate collection systems | |
Reinforced embankments constructed with prefabricated vertical drains : analysis and implications for design | |
Reinforcement of embankments on soils whose strength increases with depth | |
The role of diffusion and the modelling of its impact on groundwater quality | |
Scaling rule for localised plasticity in strain-softening continua | |
Service life of barrier systems in the assessment of contaminant impact | |
Some considerations in the design of barrier systems | |
Stabilization of very soft soils using high strength geosynthetics : the role of finite element analysis | |
Steel reinforced embankments on soft clay foundations | |
A study of the land in the Mount Buffalo National Park. | |
A study of the land in the Victorian catchment of Lake Hume, 1967. | |
Subsidence due to tunnelling : evaluation of a prediction technique | |
Swelling and diffusion of needlepunched, thermal locked GCLs | |
Techniques for contaminant transport model validation | |
Theoretical solutions for axial deformation of drilled shafts in rock | |
Theoretical solutions for calculating leakage through composite liner systems | |
Transport modelling under transient flow conditions | |
Use of a geotextile separator to minimize intrusion of clay into a coarse stone layer |