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Probabilistic characterization of cyclic shear modulus reduction for normally to moderately over-consolidated clays Journal article
Journal of Earthquake Engineering and Engineering Vibration, 2016,Volume: 15,Issue: 3,Page: 495-508
Authors:  Iok-Tong Ng;  Ka-Veng Yuen;  Ngai-Kuan Lao
Favorite |  | TC[WOS]:4 TC[Scopus]:5 | Submit date:2019/02/12
Bayesian Analysis  Cyclic Shear Modulus  Empirical Model  Geotechnical Earthquake Engineering  Normally To Moderately Over-consolidated Clays  
Estimation of undrained shear strength in moderately OC clays based on field vane test data Journal article
ACTA GEOTECHNICA, 2016,Volume: 12,Issue: 1,Page: 145-156
Authors:  Iok-Tong Ng;  Ka-Veng Yuen;  Le Dong
Favorite |  | TC[WOS]:9 TC[Scopus]:10 | Submit date:2018/10/30
Bayesian Inference  Empirical Correlation  Field Vane Test  Model Class Selection  Overconsolidated Clay  Undrained Shear Strength  
Predictive model for uniaxial compressive strength for Grade III granitic rocks from Macao Journal article
Engineering Geology, 2015,Volume: 199,Page: 28-37
Authors:  Iok-Tong Ng;  Ka-Veng Yuen;  Chi-Hou Lau
Favorite |  | TC[WOS]:25 TC[Scopus]:25 | Submit date:2019/02/12
Bayesian Analysis  Predictive Model  Grade Iii Granites  Uniaxial Compressive Strength  
Nonparametric Estimation of Undrained Shear Strength for Normally Consolidated Clays Journal article
Marine Georesources and Geotechnology, 2015,Volume: 34,Issue: 2,Page: 127-137
Authors:  IOK-TONG NG;  KA-VENG YUEN;  LE DONG
Favorite |  | TC[WOS]:7 TC[Scopus]:10 | Submit date:2019/02/12
Bayesian Inference  Empirical Correlation  Model Selection  Nonparametric  Normally Consolidated Clays  Undrained Shear Strength  
Study of the attenuation relationship for the Wenchuan Ms 8.0 earthquake Journal article
Earthquake Engineering and Engineering Vibration, 2015,Volume: 14,Issue: 1,Page: 1-11
Authors:  Sin-Chi Kuok;  Iok-Tong Ng;  Ka-Veng Yuen
Favorite |  | TC[WOS]:14 TC[Scopus]:14 | Submit date:2019/02/12
Bayesian Inference  Boore-joyner-fumal Attenuation Relationship  Directivity  Peak Ground Acceleration  Seismic Attenuation Model  
Prediction of California bearing ratio (CBR) for pavement subgrade soils in saturated and unsaturated conditions Book chapter
出自: Advances in Environmental Research, 2015, 页码: 153-168
Authors:  Ng,Iok Tong;  Yuen,Ka Veng
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2021/03/09
Bayesian model class selection  CBR  Compaction characteristics  Index properties  Unsaturated soils  
Probabilistic real-time updating for geotechnical properties evaluation Journal article
Structural Engineering and Mechanics, 2015,Volume: 54,Issue: 2,Page: 363-378
Authors:  Ng, Iok-Tong;  Yuen, Ka-Veng;  Dong, Le
Favorite |  | TC[WOS]:4 TC[Scopus]:4 | Submit date:2019/02/12
Bayesian Inference  Empirical Correlation  Model Selection  Nonparametric  Normally Consolidated Clays  Undrained Shear Strength