Deep Excavation

Application ID: 9747

This example shows how to model a deep excavation. The main application area of this type of modeling is in civil engineering. In this case, the in situ lateral pressure acting on the retaining wall during the soil excavation is modeled with boundary loads. The soil assumes Drucker–Prager plasticity.

この model の例は, 通常次の製品を使用して構築されるこのタイプのアプリケーションを示しています.