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24-202503-G23-0359⼀⽂审稿意见与作者答复 Download(2829KB)24-202503-G23-0359⼀⽂审稿意见与作者答复
Figures of the Article
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Experimental equipment and clay preparation process
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T-bar undrained shear strength curve
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Plate anchor
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Top view of plate anchor arrangement
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Side view of plate anchor installation
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Schematic diagram of repeated loading
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The stress curve of the pull-up process
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Curve of plate anchor displacement and cycle index under different median repeated loadings
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Curve of plate anchor displacement and cycle index under different amplitude repeated loadings
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Effect of repeated loading on displacement rate
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The stress curve of the pull-up process of experiment R11
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Effect of median repeated loading on bearing capacity
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Effect of amplitude repeated loading on bearing capacity
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Influence of peak value of repeated loading on bearing capacity
Tables of the Article
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试验编号 荷载类型 Qm/Qu
/%Qa/Qu
/%实际循环次数 试验箱号 M1
M2
M3单调荷载
单调荷载
单调荷载—
—
——
—
——
—
—1
2
3R1 往复荷载 22 18 1000 2 R2 往复荷载 28 18 1000 1 R3 往复荷载 38 18 1000 1 R4 往复荷载 55 18 1000 1 R5 往复荷载 60 18 780 2 R6 往复荷载 28 9 1000 1 R7 往复荷载 28 23 1000 1 R8 往复荷载 38 27 1000 1 R9
R11往复荷载
往复荷载55
3725
23384
10001
3 -
来源 Nc 本文试验M1 9.10 本文试验M2 9.30 本文试验M3 9.24 Merifield等[8] 11.86 Merifield等[9] 11.90 Gaudin等[5] 12.3~13.5 Song等[10] 11.7 Das[2] 9 -
试验编号 QmQu/% QaQu/% Nc, rep (Nc,rep−Nc)Nc/% 初始埋深损失/mm R1 22 18 10.00 7.53 — R2 28 18 10.05 10.44 3.06 R3 38 18 9.49 4.28 6.88 R4
R555
6018
188.42
FAIL-7.47
—20.81
—R6 28 9 9.66 6.15 1.93 R7 28 23 9.67 6.26 5.76 R8
R9
R1138
55
3727
25
238.68
FAIL
9.08-4.61
—
-1.7310.53
—
8.04