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自定义挡墙(Custom retaining wall).doc

发布:2017-08-18约6.87千字共20页下载文档
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自定义挡墙(Custom retaining wall) Custom retaining wall 1 Eight H wall height 0781 W top width 1181 N1 in the ratio of 2121 N2 ratio of 2781 H2 base thickness 0561 H1 foundation thickness 0341 L2 based flap width 1671 L1 based inner collar width 1231 Eight 1001 0 H*N1 -H 1 0 L1 01 00 -H1 1 1 -W-H*N2-L2 - (H+H2) 0 00 H2 0 0 L2 00 1 -W 00 276 One 0, 20 Twenty-nine 1, 0.600, 0.250, 0.050, 0.500, 0.750, 0.200,, 0.200 1.500, 0.600, 0.250, 0.050, 0.500, 0.800, 0.300,, 0.250 2, 0.600, 0.250, 0.050, 0.500, 0.800, 0.300,, 0.250 2.500, 0.600, 0.270, 0.050, 0.500, 0.900, 0.300,, 0.250 3, 0.600, 0.300, 0.050, 0.500, 0.900, 0.300,, 0.250 3.500, 0.600, 0.350, 0.050, 0.500, 0.950, 0.300,, 0.300 4, 0.600, 0.360, 0.050, 0.500, 0.950, 0.300,, 0.350 4.500, 0.600, 0.360, 0.050, 0.500, 1, 0.300,, 0.350 5, 0.600, 0.410, 0.050, 0.500, 1.100, 0.300,, 0.350 5.500, 0.600, 0.410, 0.050, 0.500, 1.100, 0.300,, 0.350 6, 0.600, 0.400, 0.050, 0.500, 1.100, 0.350,, 0.400 6.500, 0.600, 0.440, 0.050, 0.500, 1.100, 0.300,, 0.450 7, 0.600, 0.440, 0.050, 0.500, 1.100, 0.300,, 0.450 7.500, 0.600, 0.480, 0.050, 0.500, 1.250, 0.300,, 0.450 8, 0.600, 0.440, 0.050, 0.500, 1.100, 0.400,, 0.450 8.500, 0.600, 0.440, 0.050, 0.500, 1.100, 0.400,, 0.450 9, 0.600, 0.460, 0.050, 0.500, 1.200, 0.300,, 0.400 9.500, 0.600, 0.460, 0.050, 0.500, 1.200, 0.300,, 0.400 10, 0.600, 0.490, 0.050, 0.500, 1. 200 0.400 0.450 10.500 0.600 0.490 0.050 0.500 1.200 0.400 0.450 11 0.600 0.500 0.050 0.500 1.200 0.400 0.450 11.500 0.600 0.500 0.050 0.500 1.200 0.400 0.450 12 0.600 0.500 0.050 0.500 1.300 0.400 0.450 12.500 0.600 0.500 0.050 0.500 1.300 0.400 0.450 13 0.600 0.500 0.050 0.500 1.300 0.400 0.450 13.500 0.600 0.500 0.050 0.500 1.300 0.400 0.450 14 0.600 0.500 0.050 0.500 1.350 0.400 0.450 14.500 0.600 0.500 0.050 0.500 1.350 0.400 0.450 15 0.600 0.500 0.050 0.500 1.350 0.400 0.450 自定义挡墙2 八 H墙高0 7 8 1 W顶宽1 1 8 1 I1内坡比2 1 2 1 I2外坡比2 7 8 1 H1基础外厚0 5 6 1 H2基础内厚0 3 4 1 W1外襟边宽度1 6 7 1 W2内襟边宽度1 2 3 1 八 1 0 0 1 0小时* I1 - H 1 0 W2 0 1 0 0
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