Tunnel monitoring displacement measurement end-section data regression analysis method
A technology of regression analysis and segment data, which is applied in the field of tunnel monitoring displacement measurement data processing, can solve problems such as failure to achieve fitting effect, increased workload, loss of meaning of prediction guidance, etc., and achieve the effect of improving data processing efficiency
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Embodiment 1
[0032] Taking the DK512+116 section of a railway tunnel as an example, the workload and curve regression degree of the two existing methods are compared. figure 1 The corresponding functions in are shown in Table 1; figure 2 The corresponding functions in are shown in Table 2.a-Table 2.c. In the table, t is the time, u is the cumulative measured displacement value, and the u value when t tends to infinity is the predicted value (the same below).
[0033]
[0034] Table 1. All the data are fitted with the whole section of the three functions
[0035]
[0036] Table 2.a The result table of the first segment of segmented regression analysis
[0037]
[0038] Table 2.b Results table of the second segment of segmented regression analysis
[0039]
[0040] Table 2.c The result table of the third segment of segmental regression analysis
Embodiment 2
[0042] Because the excavation data characteristics of the step method present segmental curve characteristics, it is representative, and the overall regression can be regarded as a special case of segmental regression. Therefore, taking the stepwise excavation data regression analysis of a railway tunnel DK512+116 section as an example, the main steps are as follows:
[0043] A. Make a scatter diagram based on the measured displacement data, and draw the measured curve. According to the original data of the cumulative displacement value in Table 3, with time t as the abscissa and the cumulative measured displacement value u as the ordinate, a scatter diagram is formed and the measured curve is drawn, see image 3 .
[0044] t(d)
u(mm)
t(d)
u(mm)
t(d)
u(mm)
t(d)
u(mm)
t(d)
u(mm)
1
0
11
13.4
21
21.6
31
30.0
41
31.6
2
1.2
12
14.8
22
23.9
32
31.2
42
3...
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