土压及应变 ![]() |
裂缝位移 ![]() |
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| 地址 | GPRS电压 | 子站电压 | 1# | 2# | 3# | 4# | 5# | 6# | 7# | 8# | 数据采集时间 | 查询 |
| 盘溪口1#箱 (101) | 11.78 | 8.06 | 144.3 2282.4 2189.1,3.46 |
-1.1 1207.1 1214.7,6.18 |
27.1 1374.6 1247.1,8.10 |
0.0 0 1214.6,5.90 |
25.5 2546.1 2530.7,3.26 |
117.3 2330.6 2254.0,3.34 |
70.9 1379.2 1034.2,8.51 |
2012-05-21 80:10:5 | . |
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| 盘溪口2#箱 (102) | 11.78 | 8.06 | 10.8 1311.7 1245.2,6.36 |
28.3 2384.3 2365.3,3.14 |
246.5 2384.3 1255.5,6.00 |
-1360.1 1296.5 2347.8,3.55 |
-134.1 2169.5 2259.9,3.35 |
-89.6 2258.8 2316.9,3.37 |
-58.1 2258.8 2297.2,3.32 |
202.9 2258.8 1177.0,5.46 |
2012-05-21 80:10:5 | . |
| 盘溪口3#箱 (103) | 11.78 | 8.06 | 0.0 0 2332.7,3.12 |
-110.0 2278 2353.9,3.13 |
-218.7 2055.8 2226.6,2.99 |
22.7 2345.4 2331.1,3.39 |
2012-05-21 80:10:5 | . |
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| 溉澜溪1#箱 (205) | 10.6 | 8.06 | -519.7 747.2 1283,4.778 |
-407.1 1819.9 2043,4.724 |
0.0 0 1332,4.780 |
-429.8 1132 1079,-366.8 |
-111.6 1776.3 1839,4.925 |
-1264.9 1270.2 2217,3.831 |
-336.4 1169.4 1128,-353.7 |
-389.1 1215.3 1513,4.790 |
2012-05-21 80:10:5 | . |
| 溉澜溪2#箱 (206) | 10.6 | 8.06 | 0.0 0 1182,-208.9 |
-757.8 1267.4 1185,-375 |
0.0 0 2152,4.681 |
-439.4 1793.5 2049,4.476 |
356.6 1140.1 1178,-405.9 |
-25.3 1271.4 1202,-14.76 |
931.2 953.9 1097,-317.3 |
2012-05-21 80:10:5 | . |
|
| 溉澜溪3#箱 (207) | 10.6 | 8.06 | 0.0 0 2077,4.466 |
-37.6 1062.3 1054,-214.2 |
-455.7 1016 972,-521 |
0.2 1169.4 1170,-11.19 |
-81.3 1398.4 1156,-13.13 |
-317.8 1894.2 2065,4.699 |
-291.0 1521.9 1755,3.810 |
2012-05-21 80:10:5 | . |
|
| 溉澜溪4#箱 (208) | 10.6 | 8.06 | 0.0 0 1187,-14.70 |
0.0 0 2380,4.879 |
0.0 0 2241,4.497 |
0.0 0 2064,4.73 |
-19.0 1274 1291,4.362 |
-2248.2 1274 2561,4.555 |
0.1 1274 1275,-3.355 |
2012-05-21 80:10:5 | . |
|
| 茅溪段1#箱 (309) | 11.78 | 8.06 | 36.8 2264 2247.3,4.884 |
199.8 2177.1 2076,4.647 |
62.0 2161.2 2129.4,4.546 |
-50.6 2103.8 2129.4,4.672 |
340.2 2296.6 2129.4,4.597 |
86.7 2402 2362.8,4.642 |
2012-05-21 80:10:5 | . |
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| 茅溪段2#箱 (310) | 11.78 | 8.06 | -197.6 1976.4 2076.3,4.880 |
-117.7 2144.5 2204.8,4.486 |
22.0 2144.5 2133.1,4.505 |
552.9 2144.5 1843.3,4.603 |
361.7 2287.5 2102.8,4.460 |
26.1 2031.8 2014.9,3.816 |
2012-05-21 80:10:5 | . |
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| 茅溪段3#箱 (311) | 11.78 | 8.06 | -6.4 2034 2038.7,3.327 |
79.4 1996.2 1953.3,4.686 |
65.5 2123.8 2090.7,4.692 |
205.9 2417.5 2325.5,4.719 |
106.7 2109.7 2044.1,3.915 |
279.1 2126.2 1991.3,5.024 |
2012-05-21 80:10:5 | . |
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| 茅溪段4#箱 (312) | 11.78 | 8.06 | 0.0 0 1909.3,4.766 |
0.0 0 1962,5.138 |
101.8 2254.9 2207.7,4.832 |
-31.8 2252.7 2268.2,4.544 |
280.1 2264.2 2122.8,4.516 |
74.8 2297.5 2260.1,4.386 |
2012-05-21 80:10:5 | . |
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| 说明:上表中以此颜色代表土压,单位KPa 以此颜色代表应变,单位με | |||||
| 土压计算公式:p=k(fo2-fi2) 其中:k值(×10-8Mpa/Hz2) f0为初始读数,fi为监测读数 | |||||
| 应变计算公式:ε=k(f02-fi2) 其中:k值(×10-4με/Hz2) f0为初始读数,fi为监测读数 |