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- W2356665019 abstract "In order to seek a scientific blasting controlled technology and method,we monitor the excavation blasting vibration of dam foundation pit at Shaping Ⅱ Hydropower Station.The regression analysis of the monitored data shows that the maximum explosive quantity is controlled by the blasting vibration of horizontal direction.When the distances between explosion sources and measuring points are 10 mand 20m,the corresponding maximum explosive quantities are 4.2kg and 33.2kg.Blasting design is based on it to control the harm of blasting vibration.Through the contrastive analysis of monitoring results of acoustic velocity before and after the explosion in reserved rock dyke,the average decline rate of the rock longitudinal wave is less than 10%.It illustrates the excavation blasting at dam foundation pit has little effect on remaining rock.Through the comprehensive analysis of two monitoring results above,the project of excavation blasting is reasonable and has little effect on the remaining rocks.It serve as a reference for similar construction." @default.
- W2356665019 created "2016-06-24" @default.
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- W2356665019 date "2015-01-01" @default.
- W2356665019 modified "2023-09-28" @default.
- W2356665019 title "Blasting Vibration Monitoring and Plan Optimization of Dam Foundation Pit Excavation at ShapingII Hydropower Station" @default.
- W2356665019 hasPublicationYear "2015" @default.
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