摘要
利用有限差分法,对某泵站不规则底板的地基应力进行计算分析,并结合实测数据,得出在不同本构模型及接触情况下地基应力分布规律。
Based on finite difference method, the subgrade stresses under the irregular base slab of a pump station are calculated and compared with the measured data. According to the analysis, distribution regularities of the subgrade stresses are obtained in different eonstitntive models and contaet patterns between slab and soil.
出处
《广东水利水电》
2016年第9期39-42,共4页
Guangdong Water Resources and Hydropower
关键词
有限差分法
地基应力
修正剑桥模型
finite difference method
subgrade stress
modified cambridge model
