Yuanmo Expressway Tunnel Application Monitoring
42 I18-9557.8SK342 +442 +402 sandstone sandstone mudstone and muddy sandstone Ⅳ 354876XK342 +446 sandstone mudstone and muddy sandstone Ⅳ 46 a O. 515 Application of anti-rock in the excavation of the deformation process namely instantly associated to their physical reliability is the rock and the surrounding surroundings, the outcome of manifold factors,supra shoes channel, namely a true reflection of its stability. Using the construction process of rock deformation to obtain message above the front of the behind inquiry can not portend the stability of rock excavation in mandate to enhance construction safety. Monitoring the process in the field,
birkin discount, the monitoring celebration to use the Dr. Jiang Shuping development EKFFEM anti-analysis software,tory burch outlet, the kernel of anti-non-deterministic theory. This methodology ambition count the input information such as transmission, strain alternatively stress increment weighed values such like,0 the value of haphazard uncertainty,Mont Blanc pens, the system output of initial accent alternatively matter attribute parameters are considered as promiscuous Uncertainty. The software originally introduced during the measurement of the Kalman percolate optimal control theory (Kalmanfilter),moncler jacken, it has a displacement amount of the input of a forecast alteration function can be obtained via the inversion parameters, and early rock began to tension parameters, and can estimate the period of excavation of rock with the changes in advance of the plastic zone. Field application in predicting rock distortion, to assure construction safety played a nice influence,0. 4 Conclusion of more than a dozen tunnels Yuanmo Expressway Monitoring Survey, we can draw the following conclusions: a. Deformation and going face are closely related to the distance, the deformation effectively occurred in the working face sections from the measured 2 to 3 times the aperture diameter scope, showing a explicit spatial influence,0. Meanwhile, the excavation of the choice of rock deformation has a excellent affect. . L5 . b. Rock pressure is many smaller than the measured worth of the theoretical merit, reflecting the host rock arch; good section in the rock, to be applied later convergence of distortion for secondary lining, the measured deformation of the second lining to resist the oppression is very small ; in the import and backup Shallow, should be amplified to a decisive degree of deformation applied for the second time when the lining, so that the beginning of the second lining and lining deformation pressure to bear,
birkin 50, so that it more thrifty and safe. C. Measurement results will be timely response to prevent the breakdown occurrences, ensure the construction safety,
five fingers bikila ls, played a guiding intention of the construction and optimization, but also for the hereafter construction of similar projects and amassed experience.
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