表 5.

3-8 影响函数值表
换算
深度

0 0.00000 0.00000 1.00000 0.00000 0.00000 0.0000 0.00000 1.00000 0.00000 0.00000 1.00000
0.1 -0.00017 -0.00001 1.00000 0.10000 -0.00500 -0.00033 -0.00001 1.00000 0.00002 0.00000 1.00000
0.2 -0.00133 -0.00013 0.99999 0.20000 -0.02000 -0.00267 -0.00020 0.99999 0.00040 0.00000 1.00004
0.3 -0.00450 -0.00067 0.99994 0.30000 -0.04500 -0.00900 -0.00101 0.99992 0.00203 0.00001 1.00029
0.4 -0.01067 -0.00213 0.99974 0.39998 -0.08000 -0.02133 -0.00320 0.99966 0.00640 0.00006 1.00120

0.5 -0.02083 -0.00521 0.99922 0.49991 -0.12499 -0.04167 -0.00781 0.99896 0.01563 0.00022 1.00365
0.6 -0.03600 -0.01080 0.99806 0.59974 -0.17997 -0.07199 -0.01620 0.99741 0.03240 0.00065 1.00917
0.7 -0.05716 -0.02001 0.99580 0.69935 -0.24490 -0.11433 -0.03001 0.99440 0.06006 0.00163 1.01962
0.8 -0.08532 -0.03412 0.99181 0.79854 -0.31975 -0.17060 -0.05120 0.98908 0.10248 0.00365 1.03824
0.9 -0.12144 -0.05466 0.98524 0.89705 -0.40443 -0.24284 -0.08198 0.98032 0.16426 0.00738 1.06893

1.0 -0.16652 -0.08329 0.97501 0.99445 -0.49881 -0.33298 -0.12493 0.96667 0.25062 0.01390 1.11679
1.1 -0.22152 -0.12192 0.95975 1.09016 -0.60268 -0.44292 -0.18285 0.94634 0.36747 0.02464 1.18823
1.2 -0.28737 -0.17260 0.93783 1.18342 -0.71573 -0.57450 -0.25886 0.91712 0.52158 0.04156 1.29111
1.3 -0.36496 -0.23760 0.90727 1.27320 -0.83753 -0.72950 -0.35631 0.87638 0.72057 0.06724 1.43498
1.4 -0.45515 -0.31933 0.86575 1.35821 -0.96746 -0.90954 -0.47883 0.82102 0.97317 0.10504 1.63125

74
续表 5.3-8
换算
深度

1.5 -0.55870 -0.42039 0.81054 1.43680 -1.10468 -1.11609 -0.63027 0.74745 1.28938 0.15916 1.89349

1.6 -0.67629 -0.54348 0.73859 1.50695 -1.24808 -1.35042 -0.81466 0.65156 1.68091 0.23497 2.23776

1.7 -0.80848 -0.69144 0.64637 1.56621 -1.39623 -1.61346 -1.03616 0.52871 2.16145 0.33904 2.68296

1.8 -0.95564 -0.86715 0.52997 1.61162 -1.54728 -1.90577 -1.29909 0.37368 2.74734 0.47951 3.25143

1.9 -1.11796 -1.07357 0.38503 1.63969 -1.69889 -2.22745 -1.60770 0.18071 3.45833 0.66632 3.96945

2.0 -1.29535 -1.31361 0.20676 1.64628 -1.84818 -2.57798 -1.96620 -0.05652 4.31831 0.91158 4.86824

2.2 -1.69334 -1.90567 -0.27087 1.57538 -2.12481 -3.35952 -2.84858 -0.69158 6.61044 1.63962 7.36356

2.4 -2.14117 -2.66329 -0.94885 1.35201 -2.33901 -4.22811 -3.97323 -1.59151 9.95510 2.82366 11.13130

2.6 -2.62126 -3.59987 -1.87734 0.91679 -2.43695 -5.14023 -5.35541 -2.82106 14.86800 4.70118 16.74660

2.8 -3.10341 -4.71748 -3.10791 0.19729 -2.34558 -6.02299 -6.99007 -4.44491 22.15710 7.62658 25.06510

3.0 -3.54058 -5.99979 -4.68788 -0.89126 -1.96928 -6.76460 -8.84029 -6.51972 33.08790 12.13530 37.38070

3.5 -3.91921 -9.54367 -10.34040 -5.85402 1.07408 -6.78895 -13.69240 -13.82610 92.20900 36.85800 101.36900

4.0 -1.61428 -11.7307 -17.91860 -15.07550 9.24368 -0.35762 -15.61050 -23.14040 266.06100 109.01200 279.99600

注：表中 为桩身计算截面的深度； 为桩的水平变形系数。

75
续表 5.3-8

换算
深度

0 0.00000 0.00000 0.00000 0.00000 0.00000 ∞ ∞ ∞ 0.00000 0.00000 0.00000

0.1 0.00500 0.00033 0.00003 0.00500 0.00050 1800.00 24000.00 36000.00 0.00033 0.00500 0.10000
0.2 0.02000 0.00267 0.00033 0.02000 0.00400 450.00 3000.000 22500.10 0.00269 0.02000 0.20000
0.3 0.04500 0.00900 0.00169 0.04500 0.01350 200.00 888.898 4444.590 0.00900 0.04500 0.30000
0.4 0.07999 0.02133 0.00533 0.08001 0.03200 112.502 375.017 1406.444 0.02133 0.07999 0.39996

0.5 0.12504 0.04167 0.01302 0.12505 0.06251 72.102 192.214 576.825 0.04165 0.12495 0.49988
0.6 0.18013 0.07203 0.02701 0.18020 0.10804 50.012 111.179 278.134 0.07192 0.17893 0.59962
0.7 0.24535 0.11443 0.05004 0.24559 0.17161 36.740 70.001 150.236 0.11406 0.24448 0.69902
0.8 0.32091 0.17094 0.03539 0.32150 0.25632 28.108 46.884 88.179 0.16985 0.31867 0.79783
0.9 0.40709 0.24374 0.13685 0.40842 0.36533 22.245 33.009 55.312 0.24092 0.40199 0.89562

1.0 0.50436 0.33507 0.20873 0.50714 0.50194 18.028 24.102 36.480 0.32855 0.49374 0.99179
1.1 0.61351 0.44739 0.30600 0.61893 0.66965 14.915 18.160 25.122 0.43351 0.59294 1.08560
1.2 0.73565 0.58346 0.43412 0.74562 0.87232 12.550 14.039 17.941 0.55589 0.69811 1.17605
1.3 0.87244 0.74650 0.59910 0.88991 1.11429 10.716 11.102 13.235 0.69488 0.80737 1.26199
1.4 1.02612 0.94032 0.80887 1.05550 1.40059 9.265 8.952 10.049 0.84855 0.91831 1.34213

76
77
续表 5.3-8
换算
深度

1.5 1.19981 1.16960 1.07061 1.24752 1.73720 8.101 7.349 7.838 1.01382 1.02816 1.41516
1.6 1.39771 1.44015 1.39379 1.47277 2.13135 7.154 6.129 6.268 1.18632 1.13380 1.47990
1.7 1.62522 1.75934 1.78918 1.74019 2.59200 6.375 5.189 5.133 1.36088 1.23219 1.53540
1.8 1.88946 2.13653 2.26933 2.06147 3.13039 5.730 4.456 4.300 1.53179 1.32058 1.58115
1.9 2.19944 2.58362 2.84909 2.45147 3.76049 5.190 3.878 3.680 1.69343 1.39688 1.61718

2.0 2.56664 3.11583 3.54638 2.92905 4.49999 4.737 3.418 3.213 1.84091 1.43979 1.64405
2.2 3.53366 4.51846 5.38469 4.24806 6.40196 4.032 2.756 2.591 2.08041 1.54549 1.67490
2.4 4.95288 6.57004 8.02219 6.28800 9.09220 3.526 2.327 2.227 2.23974 1.58566 1.68520
2.6 7.07178 9.62890 11.82060 9.46294 12.97190 3.161 2.048 2.013 2.32965 1.59617 1.68665
2.8 10.26420 14.25710 17.33620 14.40320 18.66360 2.905 1.869 1.889 2.37119 1.59262 1.68717

3.0 15.09220 21.32850 25.42750 22.06800 27.12570 2.727 1.758 1.818 2.38547 1.58606 1.69051
3.5 41.01820 60.47600 67.49820 64.76960 72.04850 2.502 1.641 1.757 2.38891 1.58435 1.71100
4.0 114.7220 176.7060 185.9960 190.8340 200.0470 2.441 1.625 1.751 2.40074 1.59979 1.73218

78
 表 5.3-9 桩身最大弯距截面系数 Ⅰ 、最大弯距系数 Ⅱ

换算
Ⅰ Ⅱ
深度

0.0 ∞ ∞ ∞ ∞ ∞ ∞ ∞ ∞ ∞ ∞ ∞ ∞
0.1 131.252 129.489 120.507 112.954 102.805 90.196 131.250 129.551 120.515 113.017 102.839 90.226
0.2 34.186 33.699 31.158 29.090 26.326 22.939 34.315 33.818 31.282 29.218 26.451 23.065
0.3 15.544 15.282 14.013 13.003 11.671 10.064 15.738 15.476 14.206 13.197 11.864 10.258

0.4 8.781 8.605 7.799 7.176 6.368 5.409 9.039 8.862 8.057 7.434 6.625 5.667
0.5 5.539 5.403 4.821 4.385 3.829 3.183 5.855 5.720 5.138 4.702 4.147 3.502
0.6 3.710 3.597 3.141 2.811 2.400 1.931 4.086 3.973 3.519 3.189 2.778 2.310
0.7 2.566 2.465 2.089 1.826 1.506 1.150 2.999 2.899 2.525 2.263 1.943 1.587

0.8 1.791 1.699 1.377 1.160 0.902 0.623 2.282 2.191 1.871 1.655 1.398 1.119
0.9 1.238 1.151 0.867 0.683 0.471 0.248 1.784 1.698 1.417 1.235 1.024 0.800
1.0 0.824 0.740 0.484 0.327 0.149 -0.032 1.425 1.342 1.091 0.934 0.758 0.577
1.1 0.503 0.420 0.187 0.049 -0.100 -0.247 1.157 1.077 0.848 0.713 0.564 0.416

1.2 0.246 0.163 -0.052 -0.172 -0.299 -0.418 0.952 0.873 0.664 0.546 0.420 0.299
1.3 0.034 -0.049 -0.249 -0.355 -0.465 -0.557 0.792 0.714 0.522 0.418 0.311 0.212
1.4 -0.145 -0.229 -0.416 -0.508 -0.597 -0.672 0.666 0.588 0.410 0.319 0.229 0.148
1.5 -0.299 -0.384 -0.559 -0.639 -0.712 -0.769 0.563 0.486 0.321 0.241 0.166 0.101

79
续表 5.3-9
换算
Ⅰ Ⅱ
深度

1.6 -0.434 -0.521 -0.634 -0.753 -0.812 -0.853 0.480 0.402 0.250 0.181 0.118 0.067
1.7 -0.555 -0.645 -0.796 -0.854 -0.898 -0.025 0.411 0.333 0.193 0.134 0.082 0.043
1.8 -0.665 -0.756 -0.896 -0.943 -0.975 -0.987 0.353 0.276 0.147 0.097 0.055 0.026
1.9 -0.768 -0.862 -0.988 -1.024 -1.043 -1.043 0.304 0.227 0.110 0.068 0.035 0.014

2.0 -0.865 -0.961 -1.073 -1.098 -1.105 -1.092 0.263 0.186 0.081 0.046 0.022 0.007
2.2 -1.048 -1.148 -1.225 -1.227 -1.210 -1.176 0.196 0.122 0.040 0.019 0.006 0.001
2.4 -1.230 -1.328 -1.360 -1.338 -1.299 0 0.145 0.075 0.016 0.005 0.001 0
2.6 -1.420 -1.507 -1.482 -1.434 0 0.106 0.043 0.005 0.001 0

2.8 -1.635 -1.692 -1.593 0 0.074 0.021 0.001 0

3.0 -1.893 -1.886 0 0.049 0.008 0
3.5 -2.994 0 0.010 0
4.0 0 0

注：表中 为桩的水平变形系数； 为桩身计算截面的深度； 为桩长。当 时,按 计算。

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