Ultimate bearing capacity coefficient of plate anchor

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来源	N_c
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

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Ultimate bearing capacity coefficient of plate anchor

2025, 47(3): 659-666.

Experimental study on bearing capacity of plate anchor in clay under repeated loading .

Figures of the Article

Tables of the Article

试验编号	荷载类型	Q_m/Q_u /%	Q_a/Q_u /%	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 3
R1	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 37	25 23	384 1000	1 3

Experimental arrangement

来源 N_c

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

Ultimate bearing capacity coefficient of plate anchor

试验编号	$\frac{{{Q_{\text{m}}}}}{{{Q_{\text{u}}}}}/\%$	$\frac{{{Q_{\text{a}}}}}{{{Q_{\text{u}}}}}/\%$	N_{c, rep}	$\frac{{({N_{{\text{c,rep}}}} - {N_{\text{c}}})}}{{{N_{\text{c}}}}}/\%$	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 R5	55 60	18 18	8.42 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 R11	38 55 37	27 25 23	8.68 FAIL 9.08	-4.61 — -1.73	10.53 — 8.04

Bearing capacity coefficient of repeated drawing experiment

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