Karadogan Abdulkadir, Aksoy Mehmet, Adiguzel Deniz, Ozer Umit, Sahinoglu Ulku Kalayci, Ozyurt Meric Can, Sertabipoglu Zeynep, Egemen Medih Ozan
Department of Mining Engineering, Faculty of Engineering, Istanbul University-Cerrahpasa, Istanbul, Turkey.
Department of Mining Engineering, Faculty of Engineering and Architecture, Eskisehir Osmangazi University, Eskisehir, Turkey.
Heliyon. 2024 Sep 21;10(19):e38296. doi: 10.1016/j.heliyon.2024.e38296. eCollection 2024 Oct 15.
Vibration waves caused by construction or mining operations may cause damage to nearby structures or sensitive machinery and equipment. Some measures are implemented to eliminate or reduce this negative environmental effect of vibration. The barrier trench, one of these methods, aims to reduce the vibration by creating a suitable barrier between the structure and the vibration source on the ground. In this study, the effect of trench depth and distance from the source on vibration waves was simulated with a designed laboratory-scale test set-up to determine the effective parameters in barrier trench use. In addition, the effects of the superimposition of the source vibration wave with the reflected and refracted vibration waves from the trench, which has not been previously discussed in the literature, were also investigated. A laboratory scale gypsum-plaster block with dimensions of 200 cm × 90 cm x 70 cm was prepared and a Schmidt hammer was used as the impact energy source to generate vibration throughout the gypsum block. A trench barrier was opened at different depths on the test block and 588 vibration recordings were taken by the vibration monitor in different locations of the designed set-up. Statistical analyses were performed using vibration measurement results, trench source distance, and trench depths. As a result, vibration estimation equations depending on trench depth and the distance between the vibration source point and the trench were developed and how the presence of trench affects vibration propagation is revealed. It was found that vibrations increase due to the superposition of the source and reflected waves in front of the barrier trench. As the barrier depth increases, it is understood that the vibrations emanating from the near-surface vibration energy source are better blocked by the barrier. Thus, this study provides fundamental information on designing barrier trenches to avoid adverse effects of vibrations.
建筑或采矿作业产生的振动波可能会对附近的建筑物或敏感机械设备造成损害。人们采取了一些措施来消除或减少这种振动带来的负面环境影响。其中一种方法是设置隔振沟,其目的是通过在建筑物与地面振动源之间设置合适的屏障来减少振动。在本研究中,通过设计实验室规模的试验装置,模拟了隔振沟深度和与源的距离对振动波的影响,以确定使用隔振沟时的有效参数。此外,还研究了源振动波与来自隔振沟的反射和折射振动波叠加的影响,这在以前的文献中尚未讨论过。制备了一个尺寸为200 cm×90 cm×70 cm的实验室规模石膏砌块,并使用施密特锤作为冲击能量源,在整个石膏砌块中产生振动。在试验砌块上不同深度处开设隔振沟屏障,并通过振动监测器在设计装置的不同位置进行了588次振动记录。利用振动测量结果、隔振沟与源的距离以及隔振沟深度进行了统计分析。结果,建立了取决于隔振沟深度以及振动源点与隔振沟之间距离的振动估算方程,并揭示了隔振沟的存在如何影响振动传播。研究发现,由于在隔振沟前方源波和反射波的叠加,振动会增加。随着隔振沟深度的增加,可以理解来自近地表振动能源的振动会被屏障更好地阻挡。因此,本研究为设计隔振沟以避免振动的不利影响提供了基本信息。