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GODAKURU PRIETH KARUNARATNE

rp05925

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Full Name
GODAKURU PRIETH KARUNARATNE
(not current staff)
Variants
Karunaratne, G-P
Karunaratne, G.P.
Karunaratne, G.-P.
 
Main Affiliation
 
Faculty
 
Email
cvegpk@nus.edu.sg
 

Publications

Results 21-40 of 51 (Search time: 0.023 seconds).

Issue DateTitleAuthor(s)
212000Flexible and rigid faced MSE walls subject to blastingNg, C.C.; Chew, S.H. ; Karunaratne, G.P. ; Tan, S.A. ; Loh, S.L.
221994Forming a thin sand seam on a clay slurry with the aid of a jute geotextileTan, S.-A. ; Muhammad, N.; Karunaratne, G.-P. 
23Jul-1990Geotechnical data management systemLee, Fook-Hou ; Tan, Thiam-Soon ; Karunaratne, G.P. ; Lee, Seng-Lip 
241985Ground improvement works in South-East Asia.Lee, S.L. ; Ramaswamy, S.D. ; Karunaratne, G.P. ; Lo, K.W. ; Yong, K.Y. ; Moh, Z.-C.
252000Influence of test apparatus on the measurement of transmissivity of geosynthetic drainsChew, S.-H. ; Wong, S.-F.; Teoh, T.-L.; Karunaratne, G.-P. ; Tan, S.-A. 
26Sep-2003Installation stress in prefabricated vertical drainsKarunaratne, G.P. ; Chew, S.H. ; Leong, K.W. ; Wong, W.K.; Lim, L.H.; Yeo, K.S.; Hee, A.M.
271991Instrumentation and monitoring of a layered clay-sand reclamationKarunaratne, G.P. ; Tan, S.A. ; Yong, K.Y. ; Tan, T.S. ; Lee, S.L. ; Choa, V.; Vijiaratnam, A.
28Apr-2001Large-scale drainage behaviour of composite geotextile and geogrid in residual soilTan, S.A. ; Chew, S.H. ; Ng, C.C.; Loh, S.L.; Karunaratne, G.P. ; Delmas, Ph.; Loke, K.H.
29Dec-1987LATERALLY LOADED PILES IN LAYERED SOIL.Lee, S.L. ; Kog, Y.C. ; Karunaratne, G.P. 
30Sep-1987LAYERED CLAY-SAND SCHEME OF LAND RECLAMATION.Lee, S.L. ; Karunaratne, G.P. ; Yong, K.Y. ; Ganeshan, V.
311994Natural geosynthetic drain for soil improvementLee, S.L. ; Karunaratne, G.P. ; Ramaswamy, S.D. ; Aziz, M.A. ; Das Gupta, N.C. 
32Sep-1993Negative skin friction on single piles in a layered half-spaceLim, C.H.; Chow, Y.K. ; Karunaratne, G.P. 
331996Numerical Modelling of Negative Skin Friction on Pile GroupsChow, Y.K. ; Lim, C.H.; Karunaratne, G.P. 
342000Performance of repaired slope using a GEONET or GEOPIPE drain to lower ground-water tableTan, S.-A. ; Chew, S.-H. ; Karunaratne, G.-P. ; Wong, S.-F.
351988Prediction of load-carrying capacity of driven pilesChow, Y.K. ; Karunaratne, G.P. ; Wong, K.Y.; Lee, S.L. 
36Feb-1988PREDICTION OF LOAD-CARRYING CAPACITY OF DRIVEN PILES.Chow, Y.K. ; Karunaratne, G.P. ; Wong, K.Y.; Lee, S.L. 
37Sep-1988Prediction of pile capacity from stress-wave measurements: some numerical aspectsChow, Y.K. ; Wong, K.Y.; Karunaratne, G.P. ; Lee, S.L. 
38Aug-2011Prefabricated and electrical vertical drains for consolidation of soft clayKarunaratne, G.P. 
39Mar-1988RATIONAL WAVE EQUATION MODEL FOR PILE-DRIVING ANALYSIS.Lee, S.L. ; Chow, Y.K. ; Karunaratne, G.P. ; Wong, K.Y.
402003Reclamation using waste sediment by sand capping techniqueTan, T.S. ; Karunaratne, G.P. ; Choa, V.; Bo, M.W.