高燕

2002.09 - 2006-06 吉林大學 學士

2006.08 - 2008.06 清華大學 碩士

2008.08 - 2012.08 香港科技大學 博士 ^[1] 

2008.09 - 2014.07 香港科技大學 博士後

2015.05 -2016.10 納米及先進材料研發院有限公司 （香港）

2016.10 - 至今 中山大學地球科學與工程學院 ^[1] 

土的時間效應及其微觀結構演化機制

智能土壤研發與應用

軌道交通全生命週期地質環境風險模型

邊坡、隧道監測與可視化超前預警系統

可持續發展建築材料 ^[1] 

“Experimental characterization of deformation, K₀, stiffness, and contact force distributions of sand during secondary compression and rebound.” Gao Y., and Wang, Y. H., Canadian Geotechnical Journal, 2016, 53(5),889-898,10.1139/cgj-2014-0324.

“Application offilm-like sensors for K0 and pore water pressure measurement in clay during 1-D consolidation.” Gao Y., Wang, Y. H. and Chow J. K., Geotechnical Testing Journal, ASTM, 2017, 40(1), DOI: 10.1520/GTJ20160008.

“Experimental characterization of the influence of fines on the stiffness of sand with inherent fabric anisotropy.”Gao Y., Wang, Y. H., and Su, J. C. P., Soils and Foundations, 2015, 55(5), 1148–1157.

4“Experimental and DEM examinations of K₀in sand under different loading conditions.” Gao Y.and Wang, Y. H., Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2014, 140(5), 04014012.

“Mechanisms of aging-induced modulus changes in sand under isotropic and anisotropic loading.” Gao Y., Wang, Y. H., and Su, J. C. P.,Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2013, 139(3), 470-482.

6“Calibration of tactile pressure sensors for measuring stress in soils.”Gao Y., and Wang, Y. H.,Geotechnical Testing Journal, ASTM, 2013, 36(4), 568-574.

“Examining the behavior and mechanisms of structuration in sand under the K0 condition.” Wang, Y. H., and Gao Y., Granular Matter, 2014, 16(1), 55-68.

“Experimental characterizations of anaging mechanism of sands.” Wang, Y. H., Gao Y., and Ooi, G. L., Journal of Geotechnical and Geoenvironmental Engineering, ASCE.,2015, 10.1061/(ASCE)GT.1943-5606.0001413, 06015016.

“Mechanisms of aging-induced modulus changes in sand with inherent fabric anisotropy.” Wang, Y. H., and Gao Y.,Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2013, 139(9), 1590-1603. ^[1]