Case Study on the Mechanism of Influence of Stoppage on Ground Pressure under Different Rates of Advance

<div>Load distribution on the support at different rates of advance. (a) Load distribution on the working face support when the rate of advance is 4.8 m/d. (b) Load distribution on the working face support when the rate of advance is 12.8 m/d.</div>

Advances in Civil Engineering

fig2

Figure 2

Figure 2: Case Study on the Mechanism of Influence of Stoppage on Ground Pressure under Different Rates of Advance 