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Institute | Department of Civil Engineering | | Research Area | • Technology of soft ground treatment and theory of composite ground • Transportation and energy geotechnical engineering | Contact Info. | shyangtao@163.com |
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| Education | Master of Science | School of Water Resources, 1987, North China University of Water Resources and Electric Power | Doctor of Philosophy | School of Civil Engineering, 1997, University of Hohai. |
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| Professional Affiliations |
| Shanghai Society of Theoretical and Applied Mechanics, Member of the Committee on Rock and soil Mechanics. |
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| Journal Publications | 1. Yang Tao, and Li Chao. Consolidation analysis of stone column-impervious pile composite ground underneath rigid foundation considering radial and vertical flows within stone columns. Chinese Journal of Rock Mechanics and Engineering, 37(11), 2631-2640,(2018). (in Chinese) | 2. Yang Tao ,Li Hang ,Lu Zhen-rong,et al. Applicability of the simplified physical and numerical arching models in determining shape of soil arching, Industrial Construction,48(1),80-84,(2018) .(in Chinese) | 3. Yang Tao, Dai Ji-tong,and Wang Heng-dong. Analytical solution for consolidation of a composite ground with T- shaped stiffened deep cement mixing piles under rigid foundation, Industrial Construction, 48(9),105-110, (2018) (in Chinese) | 4. Yang Tao, Li Chao,and Ruan Yi-zhou. Analytical solution for consolidation of a composite ground with impervious multi-long-short piles, Chinese Journal of Geotechnical Engineering, 39(12), 2195-2202,(2017). (In Chinese) | 5. Yang Tao, and Tang Feng. Consolidation analytical of composite ground with stiffened deep cement mixing piles under time-dependent loading, Journal of Building Structures,38(9),160-166,(2017). (In Chinese) | 6. Yang Tao,HuaYong-sheng,Liu Lyu-zhi. Numerical simulation of basic thermo-mechanical behavior of a floating energy, Journal of Disaster Prevention and Mitigation Engineering,37(4),518-524,(2017) (In Chinese) | 7. Yang Tao, Yang Huan, Ruan Yi-zhou, etal. Consolidation analysis of surrounding and underlying soils in a composite ground with impervious pile under variable loading, Rock and SoiMechanics,2016,37(2),323-330,(2016).(in Chinese) | 8. Yang Tao,Yang Huan,LI Guo-wei.A equivalent impeded boundary method for consolidation analysis of underlying stratum in a composite ground with floating impervious columns,Journal of Chang an University (Natural Science Edition),36(6),32-38,(2016). (in Chinese) | 9. Yang Tao, Wang Gang-gang, YanYe-qiang, et al. Research on of shape of soil arching and development of it’s effect in a piled embankment, Chinese Journal of Geotechnical Engineering,36(4),731-735,(2014). (in Chinese) | 10. Tao Yang , Jin Z. Yang, Jing Ni. Analytical solution for the consolidation of a composite ground reinforced by partially penetrated impervious columns, Computers and Geotechnics, 57, 30–36,(2014). |
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