| Chemically stabilized soft clays for road-base construction X Kang, GC Kang, KT Chang, L Ge Journal of Materials in Civil Engineering 27 (7), 04014199, 2015 | 124 | 2015 |
| Modeling of minimum void ratio for sand–silt mixtures CS Chang, JY Wang, L Ge Engineering geology 196, 293-304, 2015 | 108 | 2015 |
| Effects of chemical stabilizers on an expansive clay H Zhao, L Ge, TM Petry, YZ Sun KSCE Journal of Civil Engineering 18, 1009-1017, 2014 | 101 | 2014 |
| Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling BCB Hsiung, KH Yang, W Aila, L Ge Tunnelling and Underground Space Technology 72, 84-96, 2018 | 92 | 2018 |
| Factors influencing crack-induced tensile strength of compacted soil TH Kim, TH Kim, GC Kang, L Ge Journal of materials in civil engineering 24 (3), 315-320, 2012 | 86 | 2012 |
| Laboratory investigation of the strength, stiffness, and thermal conductivity of fly ash and lime kiln dust stabilised clay subgrade materials X Kang, L Ge, GC Kang, C Mathews Road materials and pavement design 16 (4), 928-945, 2015 | 79 | 2015 |
| Changes of Atterberg limits and electrochemical behaviors of clays with dispersants as conditioning agents for EPB shield tunnelling P Liu, S Wang, L Ge, M Thewes, J Yang, Y Xia Tunnelling and Underground Space Technology 73, 244-251, 2018 | 78 | 2018 |
| Evaluation of the scale of fluctuation of geotechnical parameters by autocorrelation function and semivariogram function S Onyejekwe, X Kang, L Ge Engineering Geology 214, 43-49, 2016 | 71 | 2016 |
| Assessment of empirical equations for the compression index of fine-grained soils in Missouri S Onyejekwe, X Kang, L Ge Bulletin of Engineering Geology and the Environment 74, 705-716, 2015 | 71 | 2015 |
| Cyclic behaviors of railroad ballast within the parallel gradation scaling framework A Sevi, L Ge Journal of Materials in Civil Engineering 24 (7), 797-804, 2012 | 65 | 2012 |
| A case history of field pumping tests in a deep gravel formation in the Taipei Basin, Taiwan JC Ni, WC Cheng, L Ge Engineering Geology 117 (1-2), 17-28, 2011 | 58 | 2011 |
| Low viscosity pore fluid to manufacture transparent soil H Zhao, L Ge, R Luna Geotechnical Testing Journal 33 (6), 463-468, 2010 | 47 | 2010 |
| Investigation on the shear moduli and damping ratios of silica gel H Zhao, L Ge Granular Matter 16, 449-456, 2014 | 45 | 2014 |
| Laboratory tests for permeability of sand during liquefaction TS Ueng, ZF Wang, MC Chu, L Ge Soil Dynamics and Earthquake Engineering 100, 249-256, 2017 | 44 | 2017 |
| Slope creep behavior: observations and simulations KT Chang, L Ge, HH Lin Environmental Earth Sciences 73, 275-287, 2015 | 43 | 2015 |
| A large-scale triaxial apparatus for prototype railroad ballast testing AF Sevi, L Ge, WA Take Geotechnical testing journal 32 (4), 297-304, 2009 | 41 | 2009 |
| Assessment of strength development of slag cement stabilized kaolinite L Ge, CC Wang, CW Hung, WC Liao, H Zhao Construction and Building Materials 184, 492-501, 2018 | 39 | 2018 |
| Modeling permanent deformation of unbound granular materials under repeated loads C Chen, L Ge, J Zhang International journal of geomechanics 10 (6), 236-241, 2010 | 37 | 2010 |
| A simple data reduction method for pumping tests with tidal, partial penetration, and storage effects JC Ni, WC Cheng, L Ge Soils and Foundations 53 (6), 894-902, 2013 | 36 | 2013 |
| Cement hydration–based micromechanics modeling of the time-dependent small-strain stiffness of fly ash–stabilized soils X Kang, L Ge, WC Liao International Journal of Geomechanics 16 (3), 04015071, 2016 | 34 | 2016 |