Anti-slide pile design optimization method based on instability risk of slope system
An optimization method and anti-sliding pile technology, applied in design optimization/simulation, excavation, sheet pile wall, etc., can solve the problem that reinforcement measures are difficult to effectively reduce the risk of slope instability, and achieve the effect of reducing the risk of instability
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[0039] This example is a typical multi-level soil slope in an open-pit mine. The height of the multi-level soil slope is 140 meters, and there are two steps. The geological conditions of this slope case are complex, and there are five types of soil layers (as shown in Table 1), which are overburden layer, sand layer, lignite layer, interlayer 1 and interlayer 2. Adopt the technical scheme that the present invention proposes to carry out anti-sliding pile design to this slope below.
[0040] Table 1 Statistical characteristics of multi-level soil slope soil parameters
[0041]
[0042] Step 1: Determine the statistical characteristics of slope uncertainty parameters, and use random variables or random field models to characterize the uncertainty of parameters. The statistical characteristics of soil parameters include mean value, standard deviation, correlation distance and correlation function type, etc. For the implementation case, the relevant parameter statistics are sh...
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