1. ScholarBank@NUS

GODAKURU PRIETH KARUNARATNE

rp05925

Collaboration Map View Statistics Email Alert RSS Feed

Profile

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 46 (Search time: 0.005 seconds).

Issue DateTitleAuthor(s)
212000Influence 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. 
22Sep-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.
231991Instrumentation 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.
24Apr-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.
25Dec-1987LATERALLY LOADED PILES IN LAYERED SOIL.Lee, S.L. ; Kog, Y.C. ; Karunaratne, G.P. 
26Sep-1987LAYERED CLAY-SAND SCHEME OF LAND RECLAMATION.Lee, S.L. ; Karunaratne, G.P. ; Yong, K.Y. ; Ganeshan, V.
271994Natural geosynthetic drain for soil improvementLee, S.L. ; Karunaratne, G.P. ; Ramaswamy, S.D. ; Aziz, M.A. ; Das Gupta, N.C. 
28Sep-1993Negative skin friction on single piles in a layered half-spaceLim, C.H.; Chow, Y.K. ; Karunaratne, G.P. 
291996Numerical Modelling of Negative Skin Friction on Pile GroupsChow, Y.K. ; Lim, C.H.; Karunaratne, G.P. 
302000Performance 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.
311988Prediction of load-carrying capacity of driven pilesChow, Y.K. ; Karunaratne, G.P. ; Wong, K.Y.; Lee, S.L. 
32Feb-1988PREDICTION OF LOAD-CARRYING CAPACITY OF DRIVEN PILES.Chow, Y.K. ; Karunaratne, G.P. ; Wong, K.Y.; Lee, S.L. 
33Sep-1988Prediction of pile capacity from stress-wave measurements: some numerical aspectsChow, Y.K. ; Wong, K.Y.; Karunaratne, G.P. ; Lee, S.L. 
34Aug-2011Prefabricated and electrical vertical drains for consolidation of soft clayKarunaratne, G.P. 
35Mar-1988RATIONAL WAVE EQUATION MODEL FOR PILE-DRIVING ANALYSIS.Lee, S.L. ; Chow, Y.K. ; Karunaratne, G.P. ; Wong, K.Y.
362003Reclamation using waste sediment by sand capping techniqueTan, T.S. ; Karunaratne, G.P. ; Choa, V.; Bo, M.W.
372000Revetment geotextile filter subjected to cyclic wave loadingChew, S.H. ; Zhao, Z.K.; Karunaratne, G.P. ; Tan, S.A. ; Delmas, Ph.; Loke, K.H.
38Sep-1995Role of jute geotextile/slurry interface friction on the bearing capacity of clay slurryTan, Siew-Ann ; Muhammad, Naim; Karunaratne, G.-P. 
39Jun-1994Sand penetration into clay slurry through jute interlayerTan, Siew-Ann ; Karunaratne, G-P ; Muhammad, Naim
401994Shear strength of very soft clay-sand mixturesTan, T.-S. ; Goh, T.-C.; Karunaratne, G.P. ; Lee, S.-L.