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Muditha Pallewattha
Muditha Pallewattha
Senior lecturer, Department of Civil Engineering, University of Moratuwa, Sri Lanka
Verified email at uom.lk
Title
Cited by
Cited by
Year
Shear strength of a vegetated soil incorporating both root reinforcement and suction
M Pallewattha, B Indraratna, A Heitor, C Rujikiatkamjorn
Transportation Geotechnics 18, 72-82, 2019
332019
A theoretical model for total suction effects by tree roots
U Pathirage, B Indraratna, M Pallewattha, A Heitor
Environmental Geotechnics 6 (6), 353-360, 2017
62017
The role of native vegetation in stabilizing formation soil for transport corridors: an Australian experience
B Fatahi, U Pathirage, B Indraratna, M Pallewattha, H Khabbaz
Ground Improvement Case Histories, 591-628, 2015
42015
Model development to capture the improvement of shear strength of soil using Australian native vegetation
MA Pallewattha
12017
Soil stabilisation using native vegetation
M Pallewattha, B Indraratna, C Rujikiatkamjorn
12015
Improvement of soil stability along rail corridors through native vegetation
B Indraratna, M Pallewattha, B Fatahi, U Pathirage
7th International Congress on Environmental Geotechnics: iceg2014: iceg2014 …, 2014
12014
Increase in shear modulus of soil due to tree root permeation and soil matric suction
MA Pallewattha, B Indraratna
2023
Engineering Properties of Soils in Sri Lanka,
SK BB. Mayadunna, M.A. Pallewattha
Proc. of the Intl. Conf. on Geotechnical Engg.(IGCE 2021), Colombo, Sri Lanka, 2021
2021
Variation of Concrete Properties with Respect to the Variation of Fineness Modulus of River Sand
TK V. Kuruwitaarachchi, M.A. Pallewattha
ERU conference, 2021, University of Moratuwa, Sri Lanka., 2021
2021
Improvement of soil stability along rail corridors through native vegetation
M Pallewattha, B Indraratna, C Rujikiatkamjorn
2015
Research Online
PU Pathirage, B Indraratna, L Banasiak
Sciences 1, 1-2014, 0
SUBGRADE SOIL STABILISATION USING NATIVE VEGETATION
M Pallewattha, B Indraratna, B Fatahi, C Rujikiatkamjorn, U Pathirage
PAPERS REVIEWED BY, 76, 0
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