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以武汉某深基坑为例，采用有限单元数值模拟方法，研究基坑开挖深度、锚杆预应力、桩体厚度、桩体嵌入深度的变化与其锚式连锁灌注排桩支护结构水平变形位移的关系。
Taking a deep excavation in Wuhan as an example, finite element numerical simulation method was used to study the changes of excavation depth of foundation pit, prestress of anchor rod, thickness of pile body, embedded depth of pile body, and horizontal deformation of supporting structure of anchor chain interlocking pile. The relationship between displacement.