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02-202309-G22-0603一文审稿意见与作者答复 Download(479KB)02-202309-G22-0603一文审稿意见与作者答复
Figures of the Article
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Background mesh and location of Gauss points
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Update location of Gauss points and nodes on background mesh
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Mapping relation between old and new Gauss points
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Model for bearing capacity of soil foundation
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Comparison of normalized resistance-penetration depth
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Model with Meshless-FEM-SBFEM
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Flow chart of numerical application of Meshless-FEM
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Mesh of dam and local mesh of cut-off wall-core wall zone
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Deformation mesh and shear strains after dam construction
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Coupled analysis model
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Comparison of dam deformations after dam construction (small deformation analysis vs. large deformation analysis)
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Nodal deformations of cut-off wall-core wall zone at typical time by large deformation analysis
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Local horizontal displacements after dam construction
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Comparison of local stress levels after dam construction
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Comparison of vertical stresses of cut-off wall after dam construction
Tables of the Article
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Parameters of generalized plastic model in rock-fill zone, core-wall, transition zone and overburden zone
分区 G0 K0 Mg Mf af ag H0 HU0 A 1000 1400 1.80 1.38 0.45 0.40 1800 3000 B 720 662 1.45 1.20 0.20 0.20 400 400 C 1321 1585 1.64 1.15 0.20 0.45 1800 1300 D 382 351 1.35 1.00 0.25 0.60 500 500 ms mv m1 mu rd 𝛾DM 𝛾u 𝛽0 𝛽1 0.50 0.50 0.20 0.20 105 50 4 35 0.022 0.47 0.47 0.40 0.40 7.5 20 3.5 20 0.013 0.50 0.50 0.41 0.41 120 20 7 22 0.018 0.612 0.612 0.44 0.44 10 12 3.5 20 0.01 -
Parameters of linear elastic model
线弹性材料 E/MPa 𝜇 基岩 13000 0.25 防渗墙 30000 0.167 -
Influences of average nodal displacement on stress of cut-off wall
计算模型 顶部应力/MPa 最大应力/MPa 平均间距0.125 m -13.6 -35.9 平均间距0.25 m -13.8 -36.1 平均间距0.5m -14.7 -37.5 平均间距1 m -16.1 -39.2
