首先从不同空间位置上模拟计算地表沉降量和水平拉伸位移的一般规律；
The general law of surface settlement and horizontal tensile displacement were firstly calculated from different space positions.
利用非线性有限元方法计算了深基坑开挖引起的地表沉降量与墙体侧向挠度。
The ground surface settlement and lateral deflection of retaining wall for deep excavations are calculated using nonlinear finite element method.
真空能量与地表沉降的关系以及停泵后的地表回弹量。
It also analyzes the relationship between vacuum energy and the surface settlement, and the surface back-elasticity after stopping vacuum pump.
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