Estimation of damping ratio of rock mass for numerical simulation of blast induced vibration propagation

Citations

SCOPUS

15

초록

Numerical evaluation of the effect of blast induced vibration on adjacent structures requires determination of the damping ratio. Selection of the dampring ratio for the rock mass is very difficult because it is heavily influenced by the joint layout. We propose a simple yet robust method to estimate the damping ratio of rock mass that fits the target attenuation curve. The damping ratio can be selected as functions of the shear wave velocity of the rock mass and the attenuation parameter of the target attenuation relationship.

키워드

Attenuation relationshipBlast loadNumerical modelingPeak particle velocityCurve fittingDampingGeotechnical engineeringNumerical modelsRock mechanicsShear flowShear wavesSoil mechanicsVelocity controlVibrations (mechanical)Wave propagationAdjacent structuresAttenuation curveAttenuation relationshipsBlast induced vibrationsBlast loadsPeak particle velocitiesRobust methodsShear wave velocityRocks
제목
Estimation of damping ratio of rock mass for numerical simulation of blast induced vibration propagation
저자
Ahn, Jae-KwangPark, DuheeYoo, Jin-Kwon
DOI
10.3208/jgssp.KOR-34
발행일
2016-01
유형
Conference Paper
저널명
15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability
2
45
페이지
1589 ~ 1592