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Thusyanthan, Indrasenan
9  results:
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1

Influence of Relative Stiffness on Integral Bridge Design:

, In: Climate Change Adaptation from Geotechnical Perspectives; Lecture Notes in Civil Engineering,
Morley, Douglas G. ; Asia, Yazan B. ; Madabhushi, Gopal S. P... - p. 57-67 , 2024
Link: https://doi.org/10.1007/..
 
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2

Modelling rock fracturing by a novel implicit continuous to..:

Gong, Bin ; Zhao, Tao ; Thusyanthan, Indrasenan.
Computers and Geotechnics.  166 (2024)  - p. 106035 , 2024
Link: https://doi.org/10.1016/..
 
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3

Generation of Synthetic CPTs with Access to Limited Geotech..:

Shoukat, Gohar ; Michel, Guillaume ; Coughlan, Mark...
Energies.  16 (2023)  9 - p. 3817 , 2023
Link: https://doi.org/10.3390/..
 
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4

Dynamic soil-structure interaction of a shallow founded she..:

Boksmati, Jad I. ; Madabhushi, Gopal S. ; Thusyanthan, Indrasenan N.
Engineering Structures.  227 (2021)  - p. 111388 , 2021
Link: https://doi.org/10.1016/..
 
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5

Seismic Response of Offshore Wind Farm Jacket Structure Sup..:

Natarajan, Karthy ; Indrasenan, Thusyanthan ; SP Madabhushi, Gopal
Japanese Geotechnical Society Special Publication.  10 (2024)  54 - p. 2030-2035 , 2024
Link: https://doi.org/10.3208/..
 
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6

Centrifuge Modeling of Solid Waste Landfill Systems—Part 2:..:

Indrasenan Thusyanthan, N ; Gopal Madabhushi, SP ; Singh, S
Geotechnical Testing Journal.  29 (2006)  3 - p. 223-229 , 2006
Link: https://doi.org/10.1520/..
 
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7

Centrifuge Modeling of Solid Waste Landfill Systems—Part 1:..:

Indrasenan Thusyanthan, N ; Gopal Madabhushi, SP ; Singh, S
Geotechnical Testing Journal.  29 (2006)  3 - p. 217-222 , 2006
Link: https://doi.org/10.1520/..
 
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8

Generation of Synthetic CPTs with Access to Limited Geotech..:

Gohar Shoukat ; Guillaume Michel ; Mark Coughlan...
https://www.mdpi.com/1996-1073/16/9/3817.  , 2023
Link: https://doi.org/10.3390/..
 
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9

Generation of Synthetic CPTs with Access to Limited Geotech..:

Gohar Shoukat ; Guillaume Michel ; Mark Coughlan...
A3: Wind, Wave and Tidal Energy.  , 2023
Link: https://doi.org/10.3390/..
 
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