Deformation Prediction for Deep Foundation Soil Considering Couple Effect
-
摘要: 基于比奥固结理论有限元分析方法,考虑深基坑土体在降排水过程中渗流场与应力场的耦合效应,提出预测深基坑工程变形的有效方法,并应用于深基坑工程。Abstract: Based on Biot's consolidation theory, considering couple effect of seepage and stress of deep foundation soil during the process of water discharging, the efficient deformation prediction method for deep foundation engineering is introduced. The method is used in practical deep foundation engineering. couple, deep foundation pit; soil deformation, deformation prediction
-
计量
- 文章访问数: 39
- HTML全文浏览量: 10
- PDF下载量: 4
- 被引次数: 0
下载:
