[논문]도시지역 공사 시 발파 소음·진동 예측식 개발에 관한 연구

권진욱; 이내현; 우정하

doi:10.14249/eia.2024.33.2.84

도시지역 공사 시 발파 소음·진동 예측식 개발에 관한 연구
A Study on the Development for Prediction Model of Blasting Noise and Vibration During Construction in Urban Area

환경영향평가 = Journal of environmental impact assessment, v.33 no.2, 2024년, pp.84 - 98

권진욱 (한국교육환경보호원) , 이내현 (한국교육환경보호원) , 우정하 (한국교통대학교)

초록
AI-Helper

본 연구는 인천, 수원, 원주, 양산 지역에서 발파작업 동안 취득한 320개의 발파 진동 및 발파 소음 데이터를 사용하여, 발파 진동 및 발파 소음 추정에 적용가능한 예측식을 개발하였다. 발파진동 예측식은 회귀분석결과, SRSD 및 CRSD에 의한 상관계수가 각각 0.879, 0.890이며 두 경우 모두 R² ≥ 0.7로 나타났다. 발파소음 예측식은 단계적 회귀분석을 수행한 결과, 상관계수는 0.911, R² ≥ 0.7로 유의미하게 높은 상관관계를 보였다. 상수값 결정을 위한 추가 회귀분석 결과 상관계수는 0.881, R² ≥ 0.7로 나타났다. 상기의 결과, 개발된 예측식이 다른 도시지역의 재건축사업이나 공동주택 건설에 따른 환경영향평가나 교육환경평가의 소음·진동분야 보고서 작성 시 정합성이 높은 발파소음·진동 예측값을 도출할 수 있을것으로 기대한다.

Abstract ▼ AI-Helper

This study proposed a prediction equation for the estimation of blasting vibaration and blasting noise, utilizing 320 datasets for the blasting vibration and blasting noise acquired during urban blasting works in the Incheon, Suwon, Wonju, and Yangsan regions. The proposed blasting vibration prediction equation, derived from regression analysis, indicated correlation coefficients of 0.879 and 0.890 for SRSD and CRSD, respectively, with an R2 value exceeding 0.7. In the case of the blasting noise prediction equation, stepwise regression analysis yielded a correlation coefficient of 0.911 between the prediction values and real measurements for the blasting nosie, and further analysis to determine the constant value revealed a correlation coefficient of 0.881, with an R2 value also exceeding 0.7. These results suggest the feasibility of applying the proposed prediction equations when environmental impact assessments or education environment evaluation according to urban development or apartment construction projects is performed.

주제어

표/그림 (16)

그림 Figure 1. Research procedure chart
표 Table 1. Empirical equations proposed for the prediction of ground vibration levels
표 Table 2. Geological condition at the blasting site
그림 Figure 2. Locations of the study area (Test blasting position)
표 Table 3. Pattern of blasting
그림 Figure 3. Individual value plot (Test blasting (Noise & Vibroation))
표 Table 4. Blasting data of basic ststistics
그림 Figure 4. The fitted line plot of the log(PPV) vs. log(SRSD/CRSD) through the regression analysis in test blasting (Vibroation))
표 Table 5. Regression and ANOVA analysis in Blasting data (Vibroation)
그림 Figure 5. Normal probability plot & the residual plot vs. the fitted value in log(PPV) vs. log(SRSD/CRSD) by the test blasting (Vibroation)
그림 Figure 6. The fitted line plot of the log(dB(A)) vs. log(SRSD/CRSD) through the regression analysis in test blasting (Noise))
표 Table 6. Regression and ANOVA analysis in Blasting data (noise)
표 Table 7. Regression and ANOVA analysis in Blasting data (noise)
그림 Figure 7. Normal probability plot & the residual plot vs. the fitted value in dB(A) vs. weight per charge, distance by the test blasting (Noise)
그림 Figure 8. The fitted line plot of the constant vs. distance(m) through the regression analysis
표 Table 8. Regression and ANOVA analysis in constant value determination

참고문헌 (22)

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상세보기
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