摘要
结合国内外邓肯—张模型的研究,综述了邓肯—张模型的改进方法,从不同侧面完善了邓肯—张模型,提高了该模型的实用性,为工程设计研究人员进行岩土工程数值分析时本构模型的选用提供了依据。
By combining with the research on Duncan-Chang model at home and abroad,the paper illustrates the improvement methods for Duncan-Chang model to enhance the model from various aspects and to improve the practice of the model,so as to provide reference for the engineering design personnel to select the model in the rock engineering numerical analysis.
出处
《山西建筑》
2010年第4期121-122,共2页
Shanxi Architecture
关键词
邓肯—张模型
改进方法
土体结构性
时间效应
Duncan-Chang model
improvement methods
soil structure performance
time effect