Vibration speed prediction method for foundation pit static blasting close to structures
A static blasting and structure technology, applied in the field of construction, can solve the problems of inability to meet the requirements of on-site construction, high quality requirements of computing personnel, and long computing cycles, and achieve the effect of reducing the workload of on-site forecasting, speeding up the construction progress, and reducing forecasting costs.
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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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