PDF format
06-202312-G22-0830一文审稿意见与作者答复 Download(1070KB)06-202312-G22-0830一文审稿意见与作者答复
Figures of the Article
-
Flow chart of reliability analysis of slope stability using Chebyshev-Galerkin-KL expansion
-
Geometry and finite element mesh of slope
-
Relationship between discretization error (ɛ) of Chebyshev- Galerkin-KL expansion method and M
-
Comparison between random fields of effective friction angle by different discretization methods
-
Slip surface via FEM and sliding area obtained by Python script
-
Effects of different water rising velocities on slope stability
-
Effects of different water rising velocities on sliding volume and failure mode
-
Effects of maximum water level on slope stability
-
Effects of different maximum water level on sliding volume and failure mode
-
Effects of different vertical scales of fluctuation δv on slope stability
-
Effects of different vertical scales of fluctuation on sliding volume and failure mode
-
Effects of different cross-correlation coefficients $ {\rho _{c'\varphi '}} $ on slope stability
-
Effects of different cross-correlation coefficients $ {\rho _{c'\varphi '}} $ on sliding volume and failure mode
Tables of the Article
-
参数 均值 变异系数 分布类型 E 100 MPa — — $ \nu $ 0.3 — — $ \gamma $ 13 kN/m3 — — $ c' $ 50 kPa 0.3 对数正态分布 $ \varphi ' $ 10° 0.2 对数正态分布 ks 5×10-6 m/s 0.4 对数正态分布 注:E,$ \nu $,$ \gamma $分别为弹性模量、泊松比和土体重度。 -
参数 取值 参数 取值 θs 0.387 α/kPa-1 0.643 θr 0.032 n 1.353 Sr 0.083 m 0.261 注:Sr为残余饱和度。