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- W2380632638 abstract "The gravel layer is often encountered in dam foundation of hydropower projects,undisturbed samples-taking for testing physical and mechanical properties in lab is difficult,and the indicators of engineering geological characteristics are usually obtained through on-site and in situ test.Taking Shangjiang-Qizhong section of Jinsha River as example,the geological engineering characteristics of gravel layer is studied.The study shows that the gravel layer is relatively uniform on the whole,and coarse particles play a significant role in it.Its strength depends mainly on the strength of coarse particles,and its compactness increases with the depth gradually.The gravel layer is classified as a kind of soil with low compressibility and moderate to strong water permeability.Moreover,the carrying capacity,shear strength,deformation modulus,elastic modulus and other parameters are higher;piping is the main seepage destruction form.Settlement and deformation,seepage and permeable stability are the main engineering geological problems of dam foundation of the gravel layer." @default.
- W2380632638 created "2016-06-24" @default.
- W2380632638 creator A5081847949 @default.
- W2380632638 date "2013-01-01" @default.
- W2380632638 modified "2023-09-23" @default.
- W2380632638 title "Engineering geological characteristics of gravel layer at dam foundation of hydropower projects: case of gravel layer in riverbed of Shangjiang-Qizong reach of Jinsha River" @default.
- W2380632638 hasPublicationYear "2013" @default.
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