CAJ | 학술논문

阐述柏峰水库除险加固工程主坝输水隧洞施工爆破振动对大坝安全影响。选择有代表性的几个部位，采用原位质点振动速度测试的方法对整个施工期间爆破振动对大坝安全影响进行全过程监测与分析。对实测结果分析表明，爆破振动对大坝安全未产生明显的危害。监测成果可为工程爆破振动安全评价提供科学依据。
천술백봉수고제험가고공정주패수수수동시공폭파진동대대패안전영향。선택유대표성적궤개부위，채용원위질점진동속도측시적방법대정개시공기간폭파진동대대패안전영향진행전과정감측여분석。대실측결과분석표명，폭파진동대대패안전미산생명현적위해。감측성과가위공정폭파진동안전평개제공과학의거。
Vibration from blasting for construction of a water conveyance tunnel at the Baifeng Reservoir main dam has potential effects on dam safety.In order to ensure the safety of the dam during blasting for the main dam water conveyance tunnel,blasting vibration must be monitored. By analyzing particle vibrating velocity,the effects of blasting vibration on the dam were moni-tored.Vibrations during four blasting events were monitored.Correlative data was collected using a TC-4850 vibrometer and a 3-component TYTEST velocity sensor.The response and characteris-tics of vibration from construction blasting were analyzed based on the data from three directions at each measuring point.Measurements included vibration history,peak,and frequency spectrum analysis.Results of the peak analysis showed that the maximum vibration velocity at each measur-ing point was less than 1.0 cm/s.This satisfied the design requirements for the control of blasting vibration velocity.The maximum vertical and horizontal displacements at each measuring point were within 0.013 mm.The maximum vertical and horizontal accelerations at each measuring point were within 2.559 m/s2 .Results of the frequency spectrum analysis showed that the vertical and horizontal vibration frequency corresponding to maximum peaks on the Fourier spectrum were in the range of 14.71~34.0 Hz.This range of frequency response was outside the natural re-sponse frequency of dam structure,which did not experience the effects of resonance.Compared with the particle vibration velocity of the dam’s foundation,the particle vibration velocity at the top of the dam structure was amplified.Therefore,the particle vibration velocity at the dam foun-dation was less than that at the top of the dam,and consequently,under the threshold at which se-curity controls at the dam’s foundation would be triggered.All of the analyses demonstrated that blasting vibration associated with construction of the conveyance tunnel had no significant effects on dam safety and stability.