
Relationship between shear strength and gravel content
Figures of the Article
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Results of mineral composition and grain size of granite residual soil in Xiamen
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Diagrammatic drawing of in-situ borehole shear testing devices
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Stress-strain curves of granite residual soil based on BST measurements (4~18 m)
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Relationship between shear strength and normal stress from BST results
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Relationship between shear strength and gravel content
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Relational verification of stress-strain curves
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Relational verification of initial tangent modulus
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Relationship between model parameters and gravel content based on borehole shear tests
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Comparison between calculated and test values
Tables of the Article
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埋深/m 相对密度Gs 天然密度ρ/(g·cm-3) 孔隙比e0 含水率/% 液限/% 塑限/% 塑性指数 渗透系数/(10-6m·s-1) 砾粒含量G/% 3.8 2.73 1.75 0.74 26.7 48.3 27.2 21.1 7.12 17.3 5.6 2.72 1.75 0.77 26.4 44.8 25.5 19.3 5.17 16.5 7.0 2.71 1.78 0.78 27.0 47.9 24.5 23.4 5.32 19.0 8.0 2.73 1.81 0.75 30.4 50.2 24.2 26.0 5.01 18.9 9.2 2.73 1.75 0.84 26.7 48.5 27.1 21.1 5.12 19.9 10.0 2.72 1.75 0.77 26.4 44.8 25.5 19.3 4.97 19.4 11.0 2.71 1.77 0.80 28.1 45.2 25.2 20.0 4.50 20.5 12.2 2.71 1.78 0.78 27.0 48.2 24.1 24.1 3.92 20.7 13.2 2.73 1.81 0.75 30.4 50.1 24.2 25.9 4.01 22.5 15.0 2.73 1.75 0.84 26.7 48.4 27.3 21.1 3.42 23.8 16.2 2.72 1.75 0.77 26.4 44.3 25.5 18.8 3.17 24.6 18.2 2.71 1,78 0.78 27.0 48.0 24.5 23.5 3.32 24.5 -
深度/m 模型参数 /kPa /(°) K n Rf 4 18.2 25.1 3.19 0.356 0.913 5 23.1 23.6 3.36 0.347 0.909 6 19.7 24.4 3.34 0.382 0.918 7 28.5 27.0 3.51 0.374 0.871 8 28.0 29.4 3.55 0.392 0.882 9 27.1 28.1 3.60 0.399 0.832 10 26.5 31.8 3.54 0.397 0.795 11 26.0 32.1 3.62 0.409 0.813 12 25.0 33.8 3.60 0.382 0.795 13 23.4 33.2 3.65 0.418 0.773 14 22.9 33.6 3.70 0.372 0.752 15 21.6 36.3 3.69 0.371 0.785 16 20.9 38.1 3.72 0.355 0.781 17 18.8 43.2 3.78 0.375 0.752 18 18.1 41.9 3.82 0.384 0.756
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