Back analysis method of slope displacement based on safety monitoring
A security monitoring and anti-analysis technology, applied in special data processing applications, instruments, electrical and digital data processing, etc., can solve the problems of complex algorithms, weak robustness, and the objective function falling into local minima.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2010-09-29
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
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Abstract
Description
technical field
[0001] The invention belongs to the research field of high slope safety monitoring, in particular to a high slope displacement back analysis method based on safety monitoring. Background technique
[0002] In slope stability analysis, the accuracy of mechanical parameter selection directly affects the credibility of the analysis results. Using monitoring information to optimize inversion is an effective method to determine material parameters. The minimum value of the calculated displacement value and the monitored displacement value The error function is used as the objective function to approach the optimal value of the undetermined parameters through repeated iterations.
[0003] However, related research on back analysis shows that the optimization objective function is a highly complex nonlinear multi-peak function, so it is an ideal way to use global optimization algorithms such as evolutionary algorithms. At present, some scholars have done research i...
Examples
Embodiment
[0053] 1. Project overview
[0054] The left bank slope of a certain project has a strong mountain body, a steep valley slope, and exposed bedrock. The relative height difference is 1500m to 1700m. It is a typical deep-cut "V"-shaped valley, and the bedrock on both sides of the valley slope is exposed. The deep fissures are strongly developed, and the lithology is the metamorphic sandstone and slate of the third member of the Zagunao Formation. The direction of the rock strata is basically consistent with the flow direction of the river. The bank slope is a reverse slope, and the topographical integrity is poor. To the II exploration line, there is a micro-geomorphological feature of alternating mountain ridges and shallow ditches, among which No. 1, 2, and 3 dangerous rock bodies are located above the cable platform on the left bank. Due to the special geological conditions, the slope on the left bank is the focus of the Jinping I Hydropower Project. After the foundation exc...