Research Article
Slip Line Theory Based Stability Analysis on the Influence of Deep Excavation on Adjacent Slope
| Process | Finite element analysis |
| Step 1 | Initial stress calculation (dead-weight plus a uniform load of 20kPa ) | Step 2 | Construction of bored piles and first support | Step 3 | Excavation to 3m depth and construction of second support | Step 4 | Excavation to the bottom of the pit | Step 5 | Construction of baseboard |
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