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Peter Viklander

Observed names: P Viklander, P. Viklander, Peter VIKLANDER, Viklander, P. (author), Viklander, Peter
ORCID: 0000-0001-8739-2219
Observed ORCID: 0000-0001-8739-2219
OpenAlex ID: A5045312274
Permeability and volume changes in till due to cyclic freeze/thaw
1998 · Peter Viklander · Canadian Geotechnical Journal · 298
Stone movements and permeability changes in till caused by freezing and thawing
2000 · Peter Viklander, Dieter Eigenbrod · Cold Regions Science and Technology · 75
Laboratory study of stone heave in till exposed to freezing and thawing
1998 · P Viklander · Cold Regions Science and Technology · 48
Laboratory study of infiltration into two frozen engineered (sandy) soils recommended for bioretention
2015 · S. Moghadas, A‐M. Gustafsson, et al. · Hydrological Processes · 39
On the use of empirical methods for assessment of filters in embankment dams
2014 · H. Rönnqvist, J. Fannin, et al. · Géotechnique Letters · 28
Experimental Investigation of Suffusion in Dam Core Soils of Glacial Till
2017 · H. Rönnqvist, P. Viklander, et al. · Geotechnical Testing Journal · 17
On the Kenney-Lau Approach to Internal Stability Evaluation of Soils
2014 · Hans Rönnqvist, Peter Viklander · Geomaterials · 13
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Compaction and thaw deformation of frozen soil : permeability and structural effects due to freezing and thawing.
1997 · Peter Viklander · Diva portal (Dalarna University Library) · 11
How to avoid permafrost while depositing tailings in cold climate
2018 · Roger Knutsson, Peter Viklander, et al. · Cold Regions Science and Technology · 10
Geothermal study to explain man-made permafrost in tailings with raised surface
2018 · Roger Knutsson, Peter Viklander, et al. · Environmental Earth Sciences · 8
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Permeability changes in a fine-grained till du to cycles of freezing and thawing
1997 · Peter Viklander, Sven Knutsson · 7
A unified-plot approach for the assessment of internal erosion in embankment dams
2015 · Hans Rönnqvist, Peter Viklander · International Journal of Geotechnical Engineering · 6
Applying Empirical Methods to Assess the Internal Stability of Embankment Dam Cores of Glacial Till
2014 · Hans Rönnqvist, Peter Viklander · Geomaterials · 6
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Stability considerations for thickened tailings due to freezing and thawing
2016 · Roger Knutsson, Peter Viklander, et al. · Diva portal (Dalarna University Library) · 5
Extending the Kenney–Lau method to dam core soils of glacial till
2014 · Hans Rönnqvist, Peter Viklander · Geotechnical Research · 5
Dam safety and rebuilding – a Swedish engineering perspective
2006 · James Yang, Mats Billstein, et al. · 4
Testing of a low-mobility grout material for permeation grouting in embankment dams
2023 · Johan Lagerlund, Jan Laue, et al. · Geotechnical Research · 3
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Benefits of Advanced Constitutive Modeling when Estimating Deformations in a Tailings Dam
2018 · Roger Knutsson, Peter Viklander, et al. · Journal of Earth Sciences and Geotechnical Engineering · 3
Effects of suffusion in embankment dam filters
2016 · Hans Rönnqvist, Peter Viklander · Dams and Reservoirs · 3
Laboratory testing of internal stability of glacial tills : a review
2014 · Hans Rönnqvist, Peter Viklander · The electronic journal of geotechnical engineering · 3
Effects of Void Ratio and Hydraulic Gradient on Permeability and Suffusion of Glacial Till Cores
2018 · Ingrid Silva, Peter Viklander, et al. · Lecture notes in civil engineering · 2
Permeability changes in a fine-grained till due to cycles of freezing and thawing
2026 · P. Viklander, S. Knutsson · CRC Press eBooks · 1
Monitoring of bottom strains during impoundment and operation of a large-scale experimental dam
2025 · Jasmina Toromanovic, Jan Laue, et al. · International Journal of Physical Modelling in Geotechnics · 1
Assessment of internal erosion in the glacial till core of a Swedish dam
2017 · Ingrid Silva, Jenny Lindblom, et al. · 1
The unified plot approach for assessing internal erosion : A case study of the Grundsjön dam sinkhole event
2015 · Hans Rönnqvist, Jonathan Fannin, et al. · Epubl LTU · 1
Works count: 52
Citation count: 599
H-index: 9
I10-index: 9
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