Jun Yang (J Yang)
Jun Yang (J Yang)
Professor of Civil Engineering, The University of Hong Kong
Verified email at hku.hk - Homepage
Cited by
Cited by
Generalized approach for prediction of jet grout column diameter
SL Shen, ZF Wang, J Yang, CE Ho
Journal of Geotechnical and Geoenvironmental Engineering 139 (12), 2060-2069, 2013
Quantifying and modelling fabric anisotropy of granular soils
ZX Yang, XS Li, J Yang
Géotechnique 58 (4), 237-248, 2008
Undrained anisotropy and rotational shear in granular soil
ZX Yang, XS Li, J Yang
Géotechnique 57 (4), 371-384, 2007
Collapse of loose sand with the addition of fines: the role of particle shape
J Yang, LM Wei
Géotechnique 62 (12), 1111-1125, 2012
Shear stiffness of granular material at small strains: does it depend on grain size?
J Yang, XQ Gu
Géotechnique 63 (2), 165-179, 2013
Interpretation of seismic vertical amplification observed at an array site
J Yang, T Sato
Bulletin of the Seismological Society of America 90 (2), 275-285, 2000
A simple approach to integration of acceleration data for dynamic soil–structure interaction analysis
J Yang, JB Li, G Lin
Soil dynamics and earthquake engineering 26 (8), 725-734, 2006
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
J Yang, HY Sze
Géotechnique 61 (1), 59-73, 2011
Exploring the relationship between critical state and particle shape for granular materials
J Yang, XD Luo
Journal of the Mechanics and Physics of Solids 84, 196-213, 2015
Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution
F Zhang, G Wang, T Kamai, W Chen, D Zhang, J Yang
Engineering Geology 155, 69-79, 2013
Non-uniqueness of flow liquefaction line for loose sand
J Yang
Géotechnique 52 (10), 757-760, 2002
Non-uniqueness of flow liquefaction line for loose sand
J Yang
Géotechnique 52 (10), 757-760, 2002
State-dependent strength of sands from the perspective of unified modeling
J Yang, XS Li
Journal of geotechnical and geoenvironmental engineering 130 (2), 186-198, 2004
Failure modes of sand in undrained cyclic loading: impact of sample preparation
HY Sze, J Yang
Journal of geotechnical and geoenvironmental engineering 140 (1), 152-169, 2014
Evaluating liquefaction strength of partially saturated sand
J Yang, S Savidis, M Roemer
Journal of geotechnical and geoenvironmental engineering 130 (9), 975-979, 2004
Perspectives for flood risk assessment and management for mega-city metro system
HM Lyu, SL Shen, A Zhou, J Yang
Tunnelling and Underground Space Technology 84, 31-44, 2019
Laboratory measurements of small strain properties of dry sands by bender element
X Gu, J Yang, M Huang
Soils and Foundations 53 (5), 735-745, 2013
Identification of tunnel settlement caused by land subsidence in soft deposit of Shanghai
HN Wu, SL Shen, J Yang
Journal of Performance of Constructed Facilities 31 (6), 04017092, 2017
Behaviour of jacked and driven piles in sandy soil
J Yang, LG Tham, PKK Lee, ST Chan, F Yu
Géotechnique 56 (4), 245-259, 2006
Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests
J Liu, G Wang, T Kamai, F Zhang, J Yang, B Shi
Geotextiles and Geomembranes 29 (5), 462-471, 2011
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