CN1718942A - 陆地沉箱施工工艺及陆地沉箱 - Google Patents
陆地沉箱施工工艺及陆地沉箱 Download PDFInfo
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- CN1718942A CN1718942A CN 200510089164 CN200510089164A CN1718942A CN 1718942 A CN1718942 A CN 1718942A CN 200510089164 CN200510089164 CN 200510089164 CN 200510089164 A CN200510089164 A CN 200510089164A CN 1718942 A CN1718942 A CN 1718942A
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Abstract
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序号 | 刃脚踏面标高 | 土的分层位置 | 地下水面标高 | 该位置到箱外液面高差(m) | 箱外液体容重(kN/m3) | 沉箱排出液体重B(kN) | 箱内液深(m) | 箱内液重W(kN) | 土的分层厚度(m) | 分层土摩擦力系数(kN/m2) | 外侧分层摩擦力 | 外侧摩擦力合力F(kN) | 分层土的容重(kN/m3) | 分层土的有效容重(kN/m3) | 分层土的压力(kN/m2) | 底板面最大反力R(kN) | 下沉安全系数K |
第一节 | 6.50 | +8.5~+6.5 | 8.5 | 1.0 | 9.8 | 4274 | 0.0 | 0 | 2.0 | 20.0 | 3120 | 3120 | 20.5 | 10.7 | 21.4 | 8101 | 2.47 |
1 | 5.50 | +6.5~+5.5 | 8.5 | 2.0 | 9.8 | 7984 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 4680 | 20.5 | 10.7 | 10.7 | 12152 | 1.42 |
2 | 4.5 | +5.5~+4.5 | 8.5 | 3.0 | 9.8 | 11694 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 6240 | 20.5 | 10.7 | 10.7 | 16202 | 0.90 |
3 | 3.5 | +4.5~+3.5 | 8.5 | 4.0 | 9.8 | 15404 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7004 | 18.0 | 8.2 | 8.2 | 19307 | 0.63 |
4 | 2.5 | +3.5~+2.5 | 8.5 | 5.0 | 9.8 | 19114 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7769 | 18.0 | 8.2 | 8.2 | 22411 | 0.43 |
5 | 1.5 | +2.5~+1.5 | 8.5 | 6.0 | 9.8 | 22824 | 0.0 | 0 | 1.0 | 9.8 | 764 | 8533 | 18.0 | 8.2 | 8.2 | 25515 | 0.27 |
6 | 0.5 | +1.5~+0.5 | 8.5 | 7.0 | 9.8 | 26534 | 0.0 | 0 | 1.0 | 9.8 | 764 | 9298 | 18.0 | 8.2 | 8.2 | 28619 | 0.14 |
7 | -0.5 | +0.5~-0.5 | 8.5 | 8.0 | 9.8 | 30243 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10062 | 18.0 | 8.2 | 8.2 | 31723 | 0.04 |
8(暂停) | -1.5 | -0.5~-1.5 | 8.5 | 9.0 | 9.8 | 33953 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10826 | 18.0 | 8.2 | 8.2 | 34828 | -0.04 |
9(第二节) | -2.5 | -1.5~-2.5 | 8.5 | 10.0 | 9.8 | 37663 | 0.0 | 0 | 1.0 | 9.8 | 764 | 11591 | 18.0 | 8.2 | 8.2 | 37932 | 0.25 |
10 | -3.5 | -2.5~-3.5 | 8.5 | 11.0 | 9.8 | 41373 | 0.0 | 0 | 1.0 | 9.8 | 764 | 12355 | 18.0 | 8.2 | 8.2 | 41036 | 0.17 |
11 | -4.5 | -3.5~-4.5 | 8.5 | 12.0 | 9.8 | 45083 | 0.0 | 0 | 1.0 | 9.8 | 764 | 13120 | 18.0 | 8.2 | 8.2 | 44140 | 0.09 |
12 | -5.5 | -4.5~-5.5 | 8.5 | 13.0 | 9.8 | 48793 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 14524 | 19.5 | 9.7 | 9.7 | 47812 | 0.02 |
13 | -6.5 | -5.5~-6.5 | 8.5 | 14.0 | 9.8 | 52503 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 15928 | 19.5 | 9.7 | 9.7 | 51484 | -0.03 |
14 | -7.5 | -6.5~-7.5 | 8.5 | 15.0 | 9.8 | 56213 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 17332 | 19.5 | 9.7 | 9.7 | 55156 | -0.08 |
15 | -8.5 | -7.5~-8.5 | 8.5 | 16.0 | 9.8 | 59922 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 18736 | 19.5 | 9.7 | 9.7 | 58828 | -0.13 |
16 | -8.79 | -8.5~-8.79 | 8.5 | 16.3 | 9.8 | 60998 | 0.0 | 0 | 0.3 | 18.0 | 407 | 19143 | 19.5 | 9.7 | 2.8 | 59893 | -0.14 |
控制下沉方法(调整绿色数):(1)调节外侧地下水位;(2)箱内注水;(3)配重;(4)调节外侧地面高程;(5)改变外侧土摩擦系数;(6)下层土置换,改变摩擦力系数。 |
序号 | 刃脚踏面标高 | 土的分层位置 | 地下水面标高 | 该位置到箱外液面高差(m) | 箱外液体容重(kN/m3) | 沉箱排出液体重B(kN) | 箱内液深(m) | 箱内液重W(kN) | 土的分层厚度(m) | 分层土摩擦力系数(kN/m2) | 外侧分层摩擦力 | 外侧摩擦力合力F(kN) | 分层土的容重(kN/m3) | 分层土的有效容重(kN/m3) | 分层土的压力(kN/m2) | 底板面最大反力R(kN) | 下沉安全系数K |
第一节 | 6.50 | +8.5~+6.5 | 6.5 | (1.0) | 9.8 | 0 | 0.0 | 0 | 2.0 | 20.0 | 3120 | 3120 | 20.5 | 20.5 | 41.0 | 15521 | 1.71 |
1 | 5.50 | +6.5~+5.5 | 6.5 | 0.0 | 9.8 | 564 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 4680 | 20.5 | 20.5 | 20.5 | 23281 | 1.12 |
2 | 4.5 | +5.5~+4.5 | 6.5 | 1.0 | 9.8 | 4274 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 6240 | 20.5 | 10.7 | 10.7 | 27332 | 0.82 |
3 | 3.5 | +4.5~+3.5 | 6.5 | 2.0 | 9.8 | 7984 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7004 | 18.0 | 8.2 | 8.2 | 30436 | 0.64 |
4 | 2.5 | +3.5~+2.5 | 6.5 | 3.0 | 9.8 | 11694 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7769 | 18.0 | 8.2 | 8.2 | 33540 | 0.49 |
5 | 1.5 | +2.5~+1.5 | 6.5 | 4.0 | 9.8 | 15404 | 0.0 | 0 | 1.0 | 9.8 | 764 | 8533 | 18.0 | 8.2 | 8.2 | 36645 | 0.37 |
6 | 0.5 | +1.5~+0.5 | 6.5 | 5.0 | 9.8 | 19114 | 0.0 | 0 | 1.0 | 9.8 | 764 | 9298 | 18.0 | 8.2 | 8.2 | 39749 | 0.26 |
7 | -0.5 | +0.5~-0.5 | 6.5 | 6.0 | 9.8 | 22824 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10062 | 18.0 | 8.2 | 8.2 | 42853 | 0.17 |
8(暂停) | -1.5 | -0.5~-1.5 | 6.5 | 7.0 | 9.8 | 26534 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10826 | 18.0 | 8.2 | 8.2 | 45957 | 0.10 |
9(第二节) | -2.5 | -1.5~-2.5 | 6.5 | 8.0 | 9.8 | 30243 | 0.0 | 0 | 1.0 | 9.8 | 764 | 11591 | 18.0 | 8.2 | 8.2 | 49061 | 0.33 |
10 | -3.5 | -2.5~-3.5 | 6.5 | 9.0 | 9.8 | 33953 | 0.0 | 0 | 1.0 | 9.8 | 764 | 12355 | 18.0 | 8.2 | 8.2 | 52166 | 0.25 |
11 | -4.5 | -3.5~-4.5 | 6.5 | 10.0 | 9.8 | 37663 | 0.0 | 0 | 1.0 | 9.8 | 764 | 13120 | 18.0 | 8.2 | 8.2 | 55270 | 0.18 |
12 | -5.5 | -4.5~-5.5 | 6.5 | 11.0 | 9.8 | 41373 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 14524 | 19.5 | 9.7 | 9.7 | 58942 | 0.12 |
13 | -6.5 | -5.5~-6.5 | 6.5 | 12.0 | 9.8 | 45083 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 15928 | 19.5 | 9.7 | 9.7 | 62614 | 0.07 |
14 | -7.5 | -6.5~-7.5 | 6.5 | 13.0 | 9.8 | 48793 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 17332 | 19.5 | 9.7 | 9.7 | 66286 | 0.02 |
15 | -8.5 | -7.5~-8.5 | 6.5 | 14.0 | 9.8 | 52503 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 18736 | 19.5 | 9.7 | 9.7 | 69958 | -0.03 |
16 | -8.79 | -8.5~-8.79 | 6.5 | 14.3 | 9.8 | 53579 | 0.0 | 0 | 0.3 | 18.0 | 407 | 19143 | 19.5 | 9.7 | 2.8 | 71023 | -0.04 |
控制下沉方法(调整绿色数):(1)调节外侧地下水位;(2)箱内注水;(3)配重;(4)调节外侧地面高程;(5)改变外侧土摩擦系数;(6)下层土置换,改变摩擦力系数。 |
序号 | 刃脚踏面标高 | 土的分层位置 | 地下水面标高 | 该位置到箱外液面高差(m) | 箱外液体容重(kN/m3) | 沉箱排出液体重B(kN) | 箱内液深(m) | 箱内液重W(kN) | 土的分层厚度(m) | 分层土摩擦力系数(kN/m2) | 外侧分层摩擦力 | 外侧摩擦力合力F(kN) | 分层土的容重(kN/m3) | 分层土的有效容重(kN/m3) | 分层土的压力(kN/m2) | 底板面最大反力R(kN) | 下沉安全系数K |
第一节 | 6.50 | +8.5~+6.5 | 4.5 | (3.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 1560 | 20.5 | 20.5 | 20.5 | 7760 | 3.43 |
1 | 5.50 | +6.5~+5.5 | 4.5 | (2.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 3120 | 20.5 | 20.5 | 20.5 | 15521 | 1.71 |
2 | 4.5 | +5.5~+4.5 | 4.5 | (1.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 4680 | 20.5 | 20.5 | 20.5 | 23281 | 1.14 |
3 | 3.5 | +4.5~+3.5 | 4.5 | 0.0 | 9.8 | 564 | 0.0 | 0 | 1.0 | 9.8 | 764 | 5444 | 18.0 | 18.0 | 18.0 | 30096 | 0.88 |
4 | 2.5 | +3.5~+2.5 | 4.5 | 1.0 | 9.8 | 4274 | 0.0 | 0 | 1.0 | 9.8 | 764 | 6209 | 18.0 | 8.2 | 8.2 | 33200 | 0.70 |
5 | 1.5 | +2.5~+1.5 | 4.5 | 2.0 | 9.8 | 7984 | 0.0 | 0 | 1.0 | 9.8 | 764 | 6973 | 18.0 | 8.2 | 8.2 | 36304 | 0.55 |
6 | 0.5 | +1.5~+0.5 | 4.5 | 3.0 | 9.8 | 11694 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7738 | 18.0 | 8.2 | 8.2 | 39408 | 0.43 |
7 | -0.5 | +0.5~-0.5 | 4.5 | 4.0 | 9.8 | 15404 | 0.0 | 0 | 1.0 | 9.8 | 764 | 8502 | 18.0 | 8.2 | 8.2 | 42512 | 0.32 |
8(暂停) | -1.5 | -0.5~-1.5 | 4.5 | 5.0 | 9.8 | 19114 | 0.0 | 0 | 1.0 | 9.8 | 764 | 9266 | 18.0 | 8.2 | 8.2 | 45616 | 0.23 |
9(第二节) | -2.5 | -1.5~-2.5 | 4.5 | 6.0 | 9.8 | 22824 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10031 | 18.0 | 8.2 | 8.2 | 48721 | 0.47 |
10 | -3.5 | -2.5~-3.5 | 4.5 | 7.0 | 9.8 | 26534 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10795 | 18.0 | 8.2 | 8.2 | 51825 | 0.38 |
11 | -4.5 | -3.5~-4.5 | 4.5 | 8.0 | 9.8 | 30243 | 0.0 | 0 | 1.0 | 9.8 | 764 | 11560 | 18.0 | 8.2 | 8.2 | 54929 | 0.30 |
12 | -5.5 | -4.5~-5.5 | 4.5 | 9.0 | 9.8 | 33953 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 12964 | 19.5 | 9.7 | 9.7 | 58601 | 0.23 |
13 | -6.5 | -5.5~-6.5 | 4.5 | 10.0 | 9.8 | 37663 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 14368 | 19.5 | 9.7 | 9.7 | 62273 | 0.16 |
14 | -7.5 | -6.5~-7.5 | 4.5 | 11.0 | 9.8 | 41373 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 15772 | 19.5 | 9.7 | 9.7 | 65945 | 0.11 |
15 | -8.5 | -7.5~-8.5 | 4.5 | 12.0 | 9.8 | 45083 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 17176 | 19.5 | 9.7 | 9.7 | 69617 | 0.06 |
16 | -8.79 | -8.5~-8.79 | 4.5 | 12.3 | 9.8 | 46159 | 0.0 | 0 | 0.3 | 18.0 | 407 | 17583 | 19.5 | 9.7 | 2.8 | 70682 | 0.05 |
控制下沉方法(调整绿色数):(1)调节外侧地下水位;(2)箱内注水;(3)配重;(4)调节外侧地面高程;(5)改变外侧土摩擦系数;(6)下层土置换,改变摩擦力系数。 |
序号 | 刃脚踏面标高 | 土的分层位置 | 地下水面标高 | 该位置到箱外液面高差(m) | 箱外液体容重(kN/m3) | 沉箱排出液体重B(kN) | 箱内液深(m) | 箱内液重W(kN) | 土的分层厚度(m) | 分层土摩擦力系数(kN/m2) | 外侧分层摩擦力 | 外侧摩擦力合力F(kN) | 分层土的容重(kN/m3) | 分层土的有效容重(kN/m3) | 分层土的压力(kN/m2) | 底板面最大反力R(kN) | 下沉安全系数K |
第一节 | 6.50 | +8.5~+6.5 | 4.5 | (3.0) | 9.8 | 0 | 0.0 | 0 | 0.0 | 20.0 | 0 | 0 | 20.5 | 20.5 | 0.0 | 0 | #DIV/01 |
1 | 5.50 | +6.5~+5.5 | 4.5 | (2.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 1560 | 20.5 | 20.5 | 20.5 | 7760 | 3.43 |
2 | 4.5 | +5.5~+4.5 | 4.5 | (1.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 3120 | 20.5 | 20.5 | 20.5 | 15521 | 1.71 |
3 | 3.5 | +4.5~+3.5 | 4.5 | 0.0 | 9.8 | 564 | 0.0 | 0 | 1.0 | 9.8 | 764 | 3884 | 18.0 | 18.0 | 18.0 | 22335 | 1.20 |
4 | 2.5 | +3.5~+2.5 | 4.5 | 1.0 | 9.8 | 4274 | 0.0 | 0 | 1.0 | 9.8 | 764 | 4649 | 18.0 | 8.2 | 8.2 | 25439 | 0.92 |
5 | 1.5 | +2.5~+1.5 | 4.5 | 2.0 | 9.8 | 7984 | 0.0 | 0 | 1.0 | 9.8 | 764 | 5413 | 18.0 | 8.2 | 8.2 | 28543 | 0.71 |
6 | 0.5 | +1.5~+0.5 | 4.5 | 3.0 | 9.8 | 11694 | 0.0 | 0 | 1.0 | 9.8 | 764 | 6178 | 18.0 | 8.2 | 8.2 | 31648 | 0.54 |
7 | -0.5 | +0.5~-0.5 | 4.5 | 4.0 | 9.8 | 15404 | 0.0 | 0 | 1.0 | 9.8 | 764 | 6942 | 18.0 | 8.2 | 8.2 | 34752 | 0.40 |
8(暂停) | -1.5 | -0.5~-1.5 | 4.5 | 5.0 | 9.8 | 19114 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7706 | 18.0 | 8.2 | 8.2 | 37856 | 0.28 |
9(第二节) | -2.5 | -1.5~-2.5 | 4.5 | 6.0 | 9.8 | 22824 | 0.0 | 0 | 1.0 | 9.8 | 764 | 8471 | 18.0 | 8.2 | 8.2 | 40960 | 0.55 |
10 | -3.5 | -2.5~-3.5 | 4.5 | 7.0 | 9.8 | 26534 | 0.0 | 0 | 1.0 | 9.8 | 764 | 9235 | 18.0 | 8.2 | 8.2 | 44064 | 0.44 |
11 | -4.5 | -3.5~-4.5 | 4.5 | 8.0 | 9.8 | 30243 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10000 | 18.0 | 8.2 | 8.2 | 47169 | 0.35 |
12 | -5.5 | -4.5~-5.5 | 4.5 | 9.0 | 9.8 | 33953 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 11404 | 19.5 | 9.7 | 9.7 | 50841 | 0.26 |
13 | -6.5 | -5.5~-6.5 | 4.5 | 10.0 | 9.8 | 37663 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 12808 | 19.5 | 9.7 | 9.7 | 54513 | 0.19 |
14 | -7.5 | -6.5~-7.5 | 4.5 | 11.0 | 9.8 | 41373 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 14212 | 19.5 | 9.7 | 9.7 | 58185 | 0.12 |
15 | -8.5 | -7.5~-8.5 | 4.5 | 12.0 | 9.8 | 45083 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 15616 | 19.5 | 9.7 | 9.7 | 61857 | 0.07 |
16 | -8.79 | -8.5~-8.79 | 4.5 | 12.3 | 9.8 | 46159 | 0.0 | 0 | 0.3 | 18.0 | 407 | 16023 | 19.5 | 9.7 | 2.8 | 62922 | 0.05 |
控制下沉方法(调整绿色数):(1)调节外侧地下水位;(2)箱内注水;(3)配重;(4)调节外侧地面高程;(5)改变外侧土摩擦系数;(6)下层土置换,改变摩擦力系数。 |
序号 | 刃脚踏面标高 | 土的分层位置 | 地下水面标高 | 该位置到箱外液面高差(m) | 箱外液体容重(kN/m3) | 沉箱排出液体重B(kN) | 箱内液深(m) | 箱内液重W(kN) | 土的分层厚度(m) | 分层土摩擦力系数(kN/m2) | 外侧分层摩擦力 | 外侧摩擦力合力F(kN) | 分层土的容重(kN/m3) | 分层土的有效容重(kN/m3) | 分层土的压力(kN/m2) | 底板面最大反力R(kN) | 下沉安全系数K |
第一节 | 6.50 | +8.5~+6.5 | 4.5 | (3.0) | 9.8 | 0 | 0.0 | 0 | 0.0 | 20.0 | 0 | 0 | 20.5 | 20.5 | 0.0 | 0 | #DIV/01 |
1 | 5.50 | +6.5~+5.5 | 4.5 | (2.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 1560 | 20.5 | 20.5 | 20.5 | 7760 | 3.43 |
2 | 4.5 | +5.5~+4.5 | 4.5 | (1.0) | 9.8 | 0 | 0.0 | 0 | 1.0 | 20.0 | 1560 | 3120 | 20.5 | 20.5 | 20.5 | 15521 | 1.71 |
3 | 3.5 | +4.5~+3.5 | 4.5 | 0.0 | 9.8 | 564 | 0.0 | 0 | 1.0 | 9.8 | 764 | 3884 | 18.0 | 18.0 | 18.0 | 22335 | 1.20 |
4 | 2.5 | +3.5~+2.5 | 4.5 | 1.0 | 9.8 | 4274 | 0.0 | 0 | 1.0 | 9.8 | 764 | 4649 | 18.0 | 8.2 | 8.2 | 25439 | 0.92 |
5 | 1.5 | +2.5~+1.5 | 4.5 | 2.0 | 9.8 | 7984 | 0.0 | 0 | 1.0 | 9.8 | 764 | 5413 | 18.0 | 8.2 | 8.2 | 28543 | 0.71 |
6 | 0.5 | +1.5~+0.5 | 4.5 | 3.0 | 9.8 | 11694 | 0.0 | 0 | 1.0 | 9.8 | 764 | 6178 | 18.0 | 8.2 | 8.2 | 31648 | 0.54 |
7 | -0.5 | +0.5~-0.5 | 4.5 | 4.0 | 9.8 | 15404 | 0.0 | 0 | 1.0 | 9.8 | 764 | 6942 | 18.0 | 8.2 | 8.2 | 34752 | 0.40 |
8(暂停) | -1.5 | -0.5~-1.5 | 4.5 | 5.0 | 9.8 | 11914 | 0.0 | 0 | 1.0 | 9.8 | 764 | 7706 | 18.0 | 8.2 | 8.2 | 37856 | 0.28 |
9(第二节) | -2.5 | -1.5~-2.5 | 4.5 | 6.0 | 9.8 | 22824 | 0.0 | 0 | 1.0 | 9.8 | 764 | 8471 | 18.0 | 8.2 | 8.2 | 40960 | 0.55 |
l0 | -3.5 | -2.5~-3.5 | 4.5 | 7.0 | 9.8 | 26534 | 0.0 | 0 | 1.0 | 9.8 | 764 | 9235 | 18.0 | 8.2 | 8.2 | 44064 | 0.44 |
11 | -4.5 | -3.5~-4.5 | 4.5 | 8.0 | 9.8 | 30243 | 0.0 | 0 | 1.0 | 9.8 | 764 | 10000 | 18.0 | 8.2 | 8.2 | 47169 | 0.35 |
12 | -5.5 | -4.5~-5.5 | 4.5 | 9.0 | 9.8 | 33953 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 11404 | 19.5 | 9.7 | 9.7 | 50841 | 0.26 |
13 | -6.5 | -5.5~-6.5 | 4.5 | 10.0 | 9.8 | 37663 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 12808 | 19.5 | 9.7 | 9.7 | 54513 | 0.19 |
14 | -7.5 | -6.5~-7.5 | 4.5 | 11.0 | 9.8 | 41373 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 14212 | 19.5 | 9.7 | 9.7 | 58185 | 0.12 |
15 | -8.5 | -7.5~-8.5 | 4.5 | 12.0 | 9.8 | 45083 | 0.0 | 0 | 1.0 | 18.0 | 1404 | 15616 | 19.5 | 9.7 | 9.7 | 61857 | 0.07 |
16 | -8.79 | -8.5~-8.79 | 4.5 | 12.3 | 9.8 | 46159 | 0.0 | 0 | 0.3 | 18.0 | 407 | 16023 | 19.5 | 9.7 | 2.8 | 62922 | 0.05 |
控制下沉方泫(调整绿色数):(1)调节外侧地下水位;(2)箱内注水:(3)配重:(4)调节外侧地面高程;(5)改变外侧土摩擦系数;(6)下层上置换,改变摩擦力系数。 |
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