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- W2361479905 abstract "With a combination of basic conditions for the landslide in section from Tiantuo to Nujiang on Sichuan-Tibet State Road 318,that is K3668 +700 - K3668 +790,the causes of the landslide have been analyzed.The finite element analysis model of the landslide in K3668 +715 section is established.The stability of the landslide in gravitational field and earthquake has been analyzed by using the finite element strength reduction method.The calculation indicates that the safety coefficients of the landslide in gravitational field and earthquake respectively are 0.99 and 0.93 respectively before regulation. So the landslide is in an unstable state and the regulation project should be taken in time.Advisable regulation scheme of the landslide is put forward and the results show that the stability safety coefficients are greater than the design ones after the regulation." @default.
- W2361479905 created "2016-06-24" @default.
- W2361479905 creator A5000105157 @default.
- W2361479905 date "2011-01-01" @default.
- W2361479905 modified "2023-09-27" @default.
- W2361479905 title "Stability Analysis and Regulation of the Landslide in Tiantuo to Nujiang Section on Sichuan-Tibet Highway" @default.
- W2361479905 hasPublicationYear "2011" @default.
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