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pro vyhledávání: '"Long Tan Shao"'
Autor:
Gang Lin, Long Tan Shao, Chong Wei Zheng, Xiao Bin Chen, Li Feng Zeng, Zhi Hong Liu, Rong Bo Li, Wei Lai Shi
Publikováno v:
Advances in Meteorology, Vol 2017 (2017)
China is now the world’s largest user of coal and also has the highest greenhouse gas emissions associated with the mining and use of coal. Under today’s enormous pressures of the growing shortage of conventional energy sources and the need for e
Externí odkaz:
https://doaj.org/article/3f4cac3f8fbf4569aa93164e44fd6a4a
Autor:
Zhen-ning SU, Long-tan SHAO
Publikováno v:
工程科学学报, Vol 44, Iss 12, Pp 2048-2056 (2022)
A finite element limit equilibrium method was proposed based on finite element stress analysis combined with a limit equilibrium condition to analyze the slope stability. The local safety factor defined in the form of shear strength and shear stress
Externí odkaz:
https://doaj.org/article/7abf21717b504d40a0209c313fa86091
Publikováno v:
Journal of Central South University. 19:1764-1770
The hybrid genetic algorithm is utilized to facilitate model parameter estimation. The tri-dimensional compression tests of soil are performed to supply experimental data for identifying nonlinear constitutive model of soil. In order to save computin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8a8a57943a006bf68825218dbdfa038
https://doi.org/10.1007/s11771-012-1203-2
https://doi.org/10.1007/s11771-012-1203-2
Autor:
Long Tan Shao, Yong Sang
Publikováno v:
Key Engineering Materials. :811-817
According to the seismic analysis of the soil mechanics for the major and complex geotechnical engineering projects such as highway, high-speed railway, subway, dams and so on, there is acute lack testing instrument considering the level earthquake l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25b8cbff1031f9868409a95d9a11f34d
https://doi.org/10.4028/www.scientific.net/kem.439-440.811
https://doi.org/10.4028/www.scientific.net/kem.439-440.811
Publikováno v:
Instrumentation, Testing, and Modeling of Soil and Rock Behavior.
In this study, a numerical triaxial test simulation on the dense sand was carried out using the three dimensional particle flow code (PFC3D) with a linear contact model. The influences of the friction coefficients on the stress-strain behavior of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19a17254c7f50ff0896b9f11ee1609a9
https://doi.org/10.1061/47633(412)31
https://doi.org/10.1061/47633(412)31
Autor:
Long-Tan Shao, Jie Zhao
Publikováno v:
Soil and Rock Behavior and Modeling.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7b97595965412bd26fb6738ea9f3468
https://doi.org/10.1061/40862(194)45
https://doi.org/10.1061/40862(194)45
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