Full Name
Taeseo Ku
(not current staff)
Variants
Mayne, Paul W.
 
 
 
Email
ceekt@nus.edu.sg
 

Publications

Results 1-14 of 14 (Search time: 0.008 seconds).

Issue DateTitleAuthor(s)
122-Nov-2018Autocorrelation-based Geophysical Bedrock Mapping Using Ambient NoiseZhang, Yunhuo; Li, Yunyue Elita ; Ku Taeseo 
22020Comparative analysis of kazakhstani and european approaches for the design of shallow foundationsShaldykova, A.; Moon, S.-W.; Kim, J.; Lee, D.; Ku, T. ; Zhussupbekov, A.
31-Apr-2013Continuous-interval shear wave velocity profiling by auto-source and seismic piezocone testsKu, T ; Mayne, PW; Cargill, E
421-Jun-2016Development of global correlation models between in situ stress-normalized shear wave velocity and soil unit weight for plastic soilsMoon, SW ; Ku, T 
52015Directional properties of small strain shear stiffness in soilsKu, Taeseo; Mayne, Paul W. 
61-Oct-2018Early strength development in cement-treated sand using low-carbon rapid-hardening cementsVinoth, G ; Moon, SW ; Moon, J ; Ku, T 
79-Jul-2013Evaluating the in situ lateral stress coefficient (K<inf>0</inf>) of soils via paired shear wave velocity modesKu, T ; Mayne, PW
81-Aug-2019Geotechnical site investigation for tunneling and underground works by advanced passive surface wave surveyZhang, Yunhuo; Li, Yunyue Elita ; Ku, Taeseo 
91-Mar-2019Near-surface site investigation by seismic interferometry using urban traffic noise in SingaporeZhang, Yunhuo; Li, Yunyue Elita ; Zhang, Heng; Ku, Taeseo 
102019Small strain stiffness of artificially cemented soft clay: Modelling the effect of structure degradationKhan, Q. ; Ng, Y. ; Ku, T. 
112017Small strain stiffness of unsaturated sands containing a polyacrylamide solutionJung, J; Ku, T ; Ahn, J
122019The potential of seismic cross-hole tomography for geotechnical site investigationNg, Y.C.H. ; Danovan, W.; Ku, T. 
1322-Nov-2018Time-Picking Methods for Seismic Cross-Hole Data with low signal-to-noise ratioNg, CH Yannick ; Ku Taeseo 
142019Yielding behaviour of cemented binary mixtureSubramanian, S.; Ku, T.