Abstract
The assessment of soil parameters in
construction holds significant importance for refining building information
modeling (BIM). Our study aimed to investigate the adaptive utilization of
pressure sensor data as a dynamic and computationally efficient tool for this
purpose. The results reveal a significant correlation between the pressure
sensor readings of the hydraulic cylinder in the excavator bucket and the total
load during static-dynamic penetration tests conducted in both homogeneous and
heterogeneous soil. This correlation holds true across a 100% range of torque,
with values recorded at 0.60 and 0.93, respectively. A key strength of this
methodology lies in that it enables near real-time detection of verified
boundary levels. This feature streamlines the adoption and development of
BIM-based excavation methods that seamlessly align with current practical
conditions.
Keywords: Soil boundary, detection,
hydraulic pressure, static-dynamic penetration test, correlation, model-based
design, ground investigation.