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Mamat, Rufaizal Che
9
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Online (9)
Mediatypes
Articles (Online) (4)
OpenAccess-fulltext (5)
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1
Numerical Simulation and Field Measurement Validation of Ro..:
Mamat, Rufaizal Che
;
Ramli, Azuin
;
Khahro, Shabir Hussain
.
Applied Sciences. 12 (2022) 16 - p. 8097 , 2022
Link:
https://doi.org/10.3390/..
?
2
Comparative Analysis of Settlement and Pore Water Pressure ..:
Mamat, Rufaizal Che
;
Kasa, Anuar
;
Mohd Razali, Siti Fatin
Civil Engineering Journal. 5 (2019) 7 - p. 1609-1618 , 2019
Link:
https://doi.org/10.28991..
?
3
Slope stability prediction of road embankment on soft groun..:
Che Mamat, Rufaizal
;
Manan Samad, Abd
;
Kasa, Anuar
...
IAES International Journal of Artificial Intelligence (IJ-AI). 9 (2020) 2 - p. 236 , 2020
Link:
https://doi.org/10.11591..
?
4
A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBL..:
Che Mamat, Rufaizal
;
Kasa, Anuar
;
Mohd Razali, Siti Fatin
IIUM Engineering Journal. 20 (2019) 2 - p. 32-56 , 2019
Link:
https://doi.org/10.31436..
?
5
Comparative Analysis of Settlement and Pore Water Pressure ..:
Mamat, Rufaizal Che
;
Kasa, Anuar
;
Mohd Razali, Siti Fatin
http://civilejournal.org/index.php/cej/article/view/1536/pdf. , 2019
Link:
http://civilejournal.org..
?
6
Numerical Simulation and Field Measurement Validation of Ro..:
Rufaizal Che Mamat
;
Azuin Ramli
;
Shabir Hussain Khahro
.
https://www.mdpi.com/2076-3417/12/16/8097. , 2022
Link:
https://doi.org/10.3390/..
?
7
Numerical Simulation and Field Measurement Validation of Ro..:
Rufaizal Che Mamat
;
Azuin Ramli
;
Shabir Hussain Khahro
.
https://dx.doi.org/10.3390/app12168097. , 2022
Link:
https://doi.org/10.3390/..
?
8
Slope stability prediction of road embankment on soft groun..:
Rufaizal Che Mamat
;
Abd Manan Samad
;
Anuar Kasa
...
https://zenodo.org/record/6946660. , 2020
Link:
https://zenodo.org/recor..
?
9
A REVIEW OF ROAD EMBANKMENT STABILITY ON SOFT GROUND: PROBL..:
Rufaizal Che Mamat
;
Anuar Kasa
;
Siti Fatin Mohd Razali
https://journals.iium.edu.my/ejournal/index.php/iiumej/article/view/996. , 2019
Link:
https://doi.org/10.31436..
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