铁路桥隧工程技术接口的关键要素均衡优化
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鲍学英,李亚娟,胡所亭,班新林,王琳,许见超
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Tradeoff optimization of key elements of technical interface of railway bridge-tunnel engineering
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Xue-ying BAO,Ya-juan LI,Suo-ting HU,Xin-lin BAN,Lin WANG,Jian-chao XU
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| 表 6 边坡防护衔接关键要素参数 |
| Tab.6 Key elements parameters of slope protection connection |
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| 接口任务 | $T_{j}^i$/d | $T_j^s$/d | $C_{j}^i$/万元 | $C_{j}^s$/万元 | $Q_{j}^i$/% | $w_j^Q$ | ${S_{^i}}$/% | $w_j^S$ | | 清除落石 | 8 | 11 | 17.74 | 20.95 | 87.2 | 0.227 9 | 92.1 | 0.152 8 | | 安装锚杆 | 24 | 26 | 46.81 | 52.10 | 84.2 | 0.186 8 | 82.5 | 0.215 0 | | 初喷混凝土 | 18 | 21 | 32.91 | 40.32 | 91.4 | 0.211 9 | 92.1 | 0.226 8 | | 悬挂钢筋网片 | 30 | 34 | 52.60 | 60.99 | 92.5 | 0.150 3 | 83.2 | 0.189 9 | | 复喷射混凝土 | 12 | 15 | 20.26 | 24.35 | 95.2 | 0.223 0 | 87.6 | 0.215 5 |
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