基于DIANA深基坑支护结构变形分析
摘要
采用DIANA有限元软件弹塑性土体模型和摩擦单元,模拟基坑分步开挖桩锚支护体系中土体与支护结构的相互作用,获得了稳定的土体及支护结构位移与受力的变化规律,现场监测结果表明,DIANA模型能够为基坑信息化施工提供可靠的计算基础和监测设计依据。
出处
《低温建筑技术》
2008年第3期98-100,共3页
Low Temperature Architecture Technology
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