Study on Deformation and Stability of Rock-Like Materials Retaining Structure during Collaborative Construction of Super-Adjacent Underground Project

<div>Schematic diagram of checking against basal heave stability of pit bottom based on circular arc sliding mode (homogeneous foundation) [<a href="/journals/amse/2021/5558544/#B22">22</a>]: (a) failure surface; (b) isolation body.</div>

Advances in Materials Science and Engineering

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Figure 9

Figure 9: Study on Deformation and Stability of Rock-Like Materials Retaining Structure during Collaborative Construction of Super-Adjacent Underground Project 

Figure 9 | Study on Deformation and Stability of Rock-Like Materials Retaining Structure during Collaborative Construction of Super-Adjacent Underground Project 