A Numerical Study of Underground Cavern Stability by Geostress Characteristics

<div>Key point displacement in side wall versus lateral pressure coefficient in cases <svg height="8.39864pt" id="M45" style="vertical-align:-0.04981995pt" version="1.1" viewbox="-0.0498162 -8.34882 6.36303 8.39864" width="6.36303pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M384 0V27C293 34 287 42 287 114V635C232 613 172 594 109 583V559L157 557C201 555 205 550 205 499V114C205 42 199 34 109 27V0H384Z" id="g113-50"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="480" vert-adv-y="480"></glyph.data></g></svg> and 2.</div>

Shock and Vibration

fig13

Figure 13

Figure 13: A Numerical Study of Underground Cavern Stability by Geostress Characteristics 