摘要
采用有限单元分析的数学方法，应用弹性非线性岩土模型，成功地对一加筋粉煤灰支挡结构力学性状进行了分析，计算过程模拟了逐层施工．数值计算结果与原位测试基本一致，并为加筋土技术应用于大型、重要工程提供了技术基础．
Based on the finite element method (FEM) and nonlinear elastic model, the mechanical properties of reinforced flyash retaining structure are discussed, and layer construction progress is stimulated. The calculated result is in accordance with the in situ measurement, and it is very useful to the reinforced earth retaining structure design and application.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1998年第6期123-128,共6页
Journal of Southeast University：Natural Science Edition
