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- W2378673639 abstract "This study is based on tentative experiment on soil nail support in caverns.The general situation of the field test on dynamic resisting force of the loess cavern is introduced,and the test results of the soil nails on the top of the arch are given.The naked part of the cavern is contrasted with the part that has the soil nail support together with the extended hole in terms of the relationship between the transient strain and the TNT quantity.The relationship between the transient strain and the loading time is also contrasted.The cavern that has the soil nail support together with the extended hole has the best ability of reducing the strain and bearing the deformation.The one-dimensional viscoelastic Maxwell model is used in data fitting.The model is also used to determine the factor of dynamic viscoelasticity of the steel bar,and the obtained factor is close to that used in the fitting formula." @default.
- W2378673639 created "2016-06-24" @default.
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- W2378673639 date "2007-01-01" @default.
- W2378673639 modified "2023-09-27" @default.
- W2378673639 title "Contrast research on dynamic behavior of transient stresses in soil nails" @default.
- W2378673639 hasPublicationYear "2007" @default.
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