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- W2376750151 abstract "We prepare to rebuild slope project′s stratum,which consists of the quaternary slope sediment in surface and silurian phyllite metamorphic rock.In order to identify the mechanical properties of the proposed slope of rock,we selected two typical areas for big shear experiments.The results showed:field shearing test can objectively reflect the basic characters and actual situation of the experimental subject;shear properties and shear compression and dilation of strongly weathered phyllite is related to their degree of weathering and integrity features of rock,and when the integrity features of rock is well and the degree of weathering is low,the rock mechanical properties is significant,the shear failure is brittle failure shows sustained dilatancy;when the weathering is bad,broken rock shows some mechanical properties of the soil,the shear failure is plastic failure and the performance is first compression then dilation;the shear strength of the gravel soil is related to the amount of gravel,when it is larger,the shear strength is higher,its performance is in dilatancy under low normal stress,and under high normal stress,its performance is first compression then dilation.By using shear strength parameters obtained by different methods to analyze slope stability,the results obtained in the large direct shear test in the field are more helpful to the slope stability analysis and engineering design,and provide a scientific basis for slope stability analysis and design." @default.
- W2376750151 created "2016-06-24" @default.
- W2376750151 creator A5091179808 @default.
- W2376750151 date "2015-01-01" @default.
- W2376750151 modified "2023-09-25" @default.
- W2376750151 title "Field Shearing Test and Stability Analysis of A Zhouqu Phyllite and Gravel Soil High Slope" @default.
- W2376750151 hasPublicationYear "2015" @default.
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