Guanlin Ye
Guanlin Ye
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Experiment and numerical simulation of repeated liquefaction-consolidation of sand
B Ye, G Ye, F Zhang, A Yashima
Soils and Foundations 47 (3), 547-558, 2007
Evaluation of hydraulic conductivity for both marine and deltaic deposits based on piezocone testing
SL Shen, JP Wang, HN Wu, YS Xu, GL Ye, ZY Yin
Ocean Engineering 110, 174-182, 2015
Chinese karst geology and measures to prevent geohazards during shield tunnelling in karst region with caves
QL Cui, HN Wu, SL Shen, YS Xu, GL Ye
Natural Hazards 77 (1), 129-152, 2015
Unified description of sand behavior
F Zhang, B Ye, G Ye
Frontiers of Architecture and Civil Engineering in China 5 (2), 121-150, 2011
Laboratory study for pore pressures in sandy deposit under wave loading
B Liu, DS Jeng, GL Ye, B Yang
Ocean Engineering 106, 207-219, 2015
Fully coupled numerical analysis of repeated shake-consolidation process of earth embankment on liquefiable foundation
ZF Xia, GL Ye, JH Wang, B Ye, F Zhang
Soil Dynamics and Earthquake Engineering 30 (11), 1309-1318, 2010
In situ monitoring of frost heave pressure during cross passage construction using ground-freezing method
L Han, G Ye, Y Li, X Xia, J Wang
Canadian Geotechnical Journal 53 (3), 530-539, 2015
Probabilistic parameter estimation and predictive uncertainty based on field measurements for unsaturated soil slope
LL Zhang, ZB Zuo, GL Ye, DS Jeng, JH Wang
Computers and Geotechnics 48, 72-81, 2013
Lessons learnt from unusual ground settlement during Double-O-Tube tunnelling in soft ground
G Ye, T Hashimoto, S Shen, H Zhu, T Bai
Tunnelling and Underground Space Technology 49, 79-91, 2015
Numerical modeling of changes in anisotropy during liquefaction using a generalized constitutive model
B Ye, G Ye, F Zhang
Computers and Geotechnics 42, 62-72, 2012
Depositional environment and geotechnical properties of Shanghai clay: a comparison with Ariake and Bangkok clays
C Wu, G Ye, L Zhang, D Bishop, J Wang
Bulletin of Engineering Geology and the Environment 74 (3), 717-732, 2015
An elasto-viscoplastie model for soft sedimentary rock based on tij eoncept and subloading yield surt'ace
F Zhang, A Yashima, T Nakai, GL Ye, H Aung
Soitsand Fbun-dations 45 (1), 2005
Strength and dilatancy of overconsolidated clays in drained true triaxial tests
GL Ye, B Ye, F Zhang
Journal of Geotechnical and Geoenvironmental Engineering 140 (4), 06013006, 2013
Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground
X Bao, Z Xia, G Ye, Y Fu, D Su
Tunnelling and Underground Space Technology 66, 91-106, 2017
Investigation of the overconsolidation and structural behavior of Shanghai clays by element testing and constitutive modeling
G Ye, B Ye
Underground space 1 (1), 62-77, 2016
Seismic performance of SSPQ retaining wall—centrifuge model tests and numerical evaluation
XH Bao, GL Ye, B Ye, Y Sago, F Zhang
Soil Dynamics and Earthquake Engineering 61, 63-82, 2014
Seismic evaluation of soil–foundation–superstructure system considering geometry and material nonlinearities of both soils and structures
Y Bao, G Ye, B Ye, F Zhang
Soils and Foundations 52 (2), 257-278, 2012
Experimental study on shear and creep behaviour of green tuff at high temperatures
G Ye, T Nishimura, F Zhang
International Journal of Rock Mechanics and Mining Sciences 79, 19-28, 2015
Pressures on the lining of a large shield tunnel with a small overburden: a case study
L Han, G Ye, J Chen, X Xia, J Wang
Tunnelling and Underground Space Technology 64, 1-9, 2017
Numerical analyses on progressive failure of slope due to heavy rain with 2D and 3D FEM
G Ye, F Zhang, A Yashima, T Sumi, T Ikemura
Soils and Foundations 45 (2), 1-15, 2005
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