Study on the High-Speed Penetration and Shear Failure Mechanism of Beach Sand
Jianzhong Zhu, Jiangquan Li, Yun Kong, Mingming Dong, Yuqiong Li, Meng Zou

TL;DR
This study uses simulations to understand how beach sand behaves under high-speed penetration and shear forces, revealing how sand's resistance changes with speed.
Contribution
The paper introduces a calibrated discrete element method to analyze beach sand's high-speed failure mechanisms with high accuracy.
Findings
The bearing capacity of beach sand increases significantly with higher penetration rates.
Shear torque decreases sharply when shear speed exceeds 4 m/s due to reduced particle contact.
Simulations showed a 3.27% error in angle of repose predictions compared to experiments.
Abstract
In this paper, the contact parameters of beach sand are calibrated based on the discrete element method and the optimal design method, and the obtained parameters by calibration are used as input for the angle of repose simulation. The relative error between angle of repose simulation results and experimental results is 3.27%. Based on the penetration and shear tests, simulation models were constructed to study the pressure shear failure mechanism of beach sand under high-speed conditions. The high-speed penetration simulation shows that with the increase of the penetration rate, the influence area of the sinkage plate gradually increases, and the stress of sand particles also increases. When the penetration rate increased from 0.5 m/s to 8 m/s, the pressure on the plate increased 12.7 times, indicating that the bearing capacity of the sand increased significantly with the increase of…
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Taxonomy
TopicsSoil Mechanics and Vehicle Dynamics · Geotechnical Engineering and Soil Mechanics · Granular flow and fluidized beds
