Group performance of energy piles under cyclic and variable thermal loading J Fang, G Kong, Q Yang Journal of Geotechnical and Geoenvironmental Engineering 148 (8), 04022060, 2022 | 118 | 2022 |
Field tests on bearing characteristics of X-section pile composite foundation Y Lv, H Liu, X Ding, G Kong Journal of Performance of Constructed Facilities 26 (2), 180-189, 2012 | 100 | 2012 |
Similarity solution for cavity expansion in thermoplastic soil H Zhou, G Kong, H Liu, L Laloui International Journal for Numerical and Analytical Methods in Geomechanics …, 2018 | 87 | 2018 |
Analysis of piles under oblique pullout load using transparent-soil models GQ Kong, ZH Cao, H Zhou, XJ Sun Geotechnical Testing Journal 38 (5), 725-738, 2015 | 85 | 2015 |
Analytical solution of undrained cylindrical cavity expansion in saturated soil under anisotropic initial stress H Zhou, H Liu, G Kong, X Huang Computers and Geotechnics 55, 232-239, 2014 | 78 | 2014 |
XCC pile installation effect in soft soil ground: A simplified analytical model H Liu, H Zhou, G Kong Computers and Geotechnics 62, 268-282, 2014 | 71 | 2014 |
Vibration analysis of pile-supported embankments under high-speed train passage PN Thach, HL Liu, GQ Kong Soil Dynamics and Earthquake Engineering 55, 92-99, 2013 | 71 | 2013 |
Ultimate bearing capacity of energy piles in dry and saturated sand H Liu, C Wang, G Kong, A Bouazza Acta Geotechnica 14, 869-879, 2019 | 69 | 2019 |
Performance of a geothermal energy deicing system for bridge deck using a pile heat exchanger G Kong, D Wu, H Liu, L Laloui, X Cheng, X Zhu International Journal of Energy Research 43 (1), 596-603, 2019 | 68 | 2019 |
Effects of pile and soil properties on thermally induced mechanical responses of energy piles G Kong, J Fang, Z Lv, Q Yang Computers and Geotechnics 154, 105176, 2023 | 64 | 2023 |
A semi-analytical solution for cylindrical cavity expansion in elastic–perfectly plastic soil under biaxial in situ stress field H Zhou, G Kong, H Liu Géotechnique 66 (7), 584-595, 2016 | 59 | 2016 |
Thermomechanical behavior of energy piles and interactions within energy pile–raft foundations J Fang, G Kong, Y Meng, L Wang, Q Yang Journal of Geotechnical and Geoenvironmental Engineering 146 (9), 04020079, 2020 | 58 | 2020 |
Triaxial tests on deformation characteristics of transparent glass sand K Gang-qiang, LIU Lu, LIU Han-long, Z Hang Chinese Journal of Geotechnical Engineering 35 (6), 1140-1146, 2013 | 57 | 2013 |
Model tests of energy piles with and without a vertical load C Wang, H Liu, G Kong, CWW Ng, D Wu Environmental Geotechnics 3 (4), 203-213, 2016 | 55 | 2016 |
Grouted gravel column-supported highway embankment over soft clay: case study H Liu, G Kong, J Chu, X Ding Canadian Geotechnical Journal 52 (11), 1725-1733, 2015 | 53 | 2015 |
Effect of temperature on behaviour of red clay–structure interface C Li, G Kong, H Liu, H Abuel-Naga Canadian Geotechnical Journal 56 (1), 126-134, 2019 | 48 | 2019 |
Different types of energy piles with heating–cooling cycles C Wang, H Liu, G Kong, C Wang Wai Ng Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2017 | 48 | 2017 |
Analytical solution for pressure-controlled elliptical cavity expansion in elastic–perfectly plastic soil H Zhou, H Liu, G Kong, Z Cao Geotechnique letters 4 (2), 72-78, 2014 | 47 | 2014 |
High pressure jet-grouting column installation effect in soft soil: Theoretical model and field application H Liu, H Zhou, G Kong, H Qin, Y Zha Computers and Geotechnics 88, 74-94, 2017 | 46 | 2017 |
Flat cavity expansion: theoretical model and application to the interpretation of the flat dilatometer test H Zhou, G Kong, P Li, H Liu Journal of Engineering Mechanics 142 (1), 04015058, 2016 | 45 | 2016 |