A Vibration Velocity Prediction Method for Static Blasting of Foundation Pit Adjacent to Structures
A technology of static blasting and structures, applied in the field of construction, can solve the problems of long calculation period, failure to meet the requirements of on-site construction, and high quality requirements of calculation personnel, and achieve the effect of reducing the workload of on-site prediction, reducing the cost of prediction, and speeding up the construction progress
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[0038] The specific embodiment of the present invention will be further described in detail below in conjunction with the accompanying drawings.
[0039] A vibration velocity prediction method for static blasting of a foundation pit adjacent to structures or pipelines, comprising the following steps:
[0040] Step S1: Determine the value range of parameters, the parameters include geological strength index GSI, rock hardness m i , the degree of rock disturbance D, the amount of charge G and the distance d between the charge hole and the adjacent structure or pipeline.
[0041] Geological strength index GSI, rock hardness degree m i , The upper and lower bounds of rock disturbance degree D can be obtained according to relevant geological survey reports or query design manuals. The upper and lower bounds of the charge amount G and the distance d between the charge hole and the adjacent structure or pipeline are determined according to the requirements of the construction site....
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