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07-202411-G23-0758⼀⽂审稿意⻅与作者答复 Download(2018KB)07-202411-G23-0758⼀⽂审稿意⻅与作者答复
Figures of the Article
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Test results of rockfill-concrete interface
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Global and local coordinate system for interface element analysis
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Failure surface of interface in stress space
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Coupling effects in two-way shearing
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Rotation of tangential directions
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Stress-displacement relations and displacement paths under different local coordinate systems
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Two-way shear results of interface[19]
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Displacement paths in two-way shear[19]
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Stress paths in constant direction shear
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Dam material zones and filling processes
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Finite element mesh of dam
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Displacements and stresses of concrete slabs after impounding predicted with proposed model
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Displacements and stresses of concrete slabs during operation predicted by proposed model
Tables of the Article
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Parameters of rockfill-concrete interface
Rf k n c/ kPa δ/(°) 0.90 6000 0.85 0.0 41.5 -
Parameters of sand-steel interface
Rf k/103 ke/103 n c/kPa δ/(°) 1.0 150 300 1.0 0.0 38.7 -
'Nanshui' constitutive model parameters of damming rockfill materials[22]
材料 ρ/(g·cm-3) φ0/(°) Δφ/(°) Rf k n cd/ % nd Rd 2A, 3A, 3B, 3D 2.20 54.7 10.4 0.81 994 0.33 0.29 0.84 0.72 3C 2.20 51.3 10.4 0.83 602 0.25 0.28 0.98 0.75 -
Creep model parameters of damming rockfill materials[23]
材料 t0/月 c1/ % n1 c2/ % n2 c3/ % n3 n4 2A, 3A, 3B, 3D 5.5 0.160 0.45 0.006 0.88 0.032 0.66 0.50 3C 5.5 0.180 0.43 0.007 0.90 0.035 0.55 0.50
