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Estimation of liquid limit of cohesive soil using video-based vibration measurement

  • Matthew Sands (Department of Mechanical Engineering, Georgia Southern University) ;
  • Evan Hayes (Department of Mechanical Engineering, Georgia Southern University) ;
  • Soonkie Nam (Department of Civil Engineering and Construction, Georgia Southern University) ;
  • Jinki Kim (Department of Mechanical Engineering, Georgia Southern University)
  • 투고 : 2022.11.29
  • 심사 : 2023.04.05
  • 발행 : 2023.04.25

초록

In general, the design of structures and its construction processes are fundamentally dependent on their foundation and supporting ground. Thus, it is imperative to understand the behavior of the soil under certain stress and drainage conditions. As it is well known that certain characteristics and behaviors of soils with fines are highly dependent on water content, it is critical to accurately measure and identify the status of the soils in terms of water contents. Liquid limit is one of the important soil index properties to define such characteristics. However, liquid limit measurement can be affected by the proficiency of the operator. On the other hand, dynamic properties of soils are also necessary in many different applications and current testing methods often require special equipment in the laboratory, which is often expensive and sensitive to test conditions. In order to address these concerns and advance the state of the art, this study explores a novel method to determine the liquid limit of cohesive soil by employing video-based vibration analysis. In this research, the modal characteristics of cohesive soil columns are extracted from videos by utilizing phase-based motion estimation. By utilizing the proposed method that analyzes the optical flow in every pixel of the series of frames that effectively represents the motion of corresponding points of the soil specimen, the vibration characteristics of the entire soil specimen could be assessed in a non-contact and non-destructive manner. The experimental investigation results compared with the liquid limit determined by the standard method verify that the proposed method reliably and straightforwardly identifies the liquid limit of clay. It is envisioned that the proposed approach could be applied to measuring liquid limit of soil in practical field, entertaining its simple implementation that only requires a digital camera or even a smartphone without the need for special equipment that may be subject to the proficiency of the operator.

키워드

과제정보

This research is supported by the faculty research seed grant from the College of Engineering and Computing at Georgia Southern University.

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