Fraser Bransby
Fraser Bransby
University of Western Australia; Fugro
Verified email at fugro.com
Title
Cited by
Cited by
Year
Root responses to soil physical conditions; growth dynamics from field to cell
AG Bengough, MF Bransby, J Hans, SJ McKenna, TJ Roberts, ...
Journal of experimental botany 57 (2), 437-447, 2006
4762006
Combined loading of skirted foundations
MF Bransby, MF Randolph
Géotechnique 48 (5), 637-655, 1998
4191998
Fault rupture propagation through sand: finite-element analysis and validation through centrifuge experiments
I Anastasopoulos, G Gazetas, MF Bransby, MCR Davies, A El Nahas
Journal of Geotechnical and Geoenvironmental Engineering 133 (8), 943-958, 2007
2602007
Planting density influence on fibrous root reinforcement of soils
KW Loades, AG Bengough, MF Bransby, PD Hallett
Ecological Engineering 36 (3), 276-284, 2010
1592010
The effect of embedment depth on the undrained response of skirted foundations to combined loading
F BRANSBY, M RANDOLPH
Soils and Foundations 39 (4), 19-33, 1999
1591999
Drag anchor fluke soil interaction in clays
MP O'Neill, MF Bransby, MF Randolph
Canadian Geotechnical Journal 40 (1), 78-94, 2003
1562003
The undrained capacity of skirted strip foundations under combined loading
MF Bransby, GJ Yun
Géotechnique 59 (2), 115-125, 2009
1492009
3-D finite element modelling of pile groups adjacent to surcharge loads
MF Bransby, SM Springman
Computers and Geotechnics 19 (4), 301-324, 1996
1451996
Centrifuge modelling of normal fault–foundation interaction
MF Bransby, MCR Davies, AE Nahas
Bulletin of Earthquake Engineering 6 (4), 585-605, 2008
1362008
Mechanical reinforcement of soil by willow roots: impacts of root properties and root failure mechanism
SB Mickovski, PD Hallett, MF Bransby, MCR Davies, R Sonnenberg, ...
Soil Science Society of America Journal 73 (4), 1276-1285, 2009
1332009
Centrifuge modelling of reverse fault–foundation interaction
MF Bransby, MCR Davies, A El Nahas, S Nagaoka
Bulletin of Earthquake Engineering 6 (4), 607-628, 2008
1302008
The undrained vertical bearing capacity of skirted foundations
G Yun, MF Bransby
Soils and foundations 47 (3), 493-505, 2007
1032007
Material stiffness, branching pattern and soil matric potential affect the pullout resistance of model root systems
SB Mickovski, AG Bengough, MF Bransby, MCR Davies, PD Hallett, ...
European Journal of Soil Science 58 (6), 1471-1481, 2007
1022007
The horizontal-moment capacity of embedded foundations in undrained soil
G Yun, MF Bransby
Canadian Geotechnical Journal 44 (4), 409-424, 2007
962007
Selection of load–transfer functions for passive lateral loading of pile groups
MF Bransby, S Springman
Computers and Geotechnics 24 (3), 155-184, 1999
951999
Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests
AC Palmer, DJ White, AJ Baumgard, MD Bolton, AJ Barefoot, M Finch, ...
Géotechnique 53 (10), 877-883, 2003
892003
Shallow foundations subject to combined loadings
MF Bransby, M Randolph
Shallow foundations subject to combined loadings, 1947-1952, 1997
831997
Numerical analyses of fault–foundation interaction
I Anastasopoulos, A Callerio, MF Bransby, MCR Davies, A El Nahas, ...
Bulletin of earthquake engineering 6 (4), 645-675, 2008
732008
Normal fault rupture interaction with strip foundations
I Anastasopoulos, G Gazetas, MF Bransby, MC Davies, A El Nahas
Journal of Geotechnical and Geoenvironmental Engineering 135 (3), 359-370, 2009
702009
Combined lateral and vertical loading of caisson foundations
PG Watson, MF Randolph, MF Bransby
Offshore technology conference, 2000
682000
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