摘要
采用空间接触单元,应用AN SYS软件分析了地下闭合墙基础与土体共同工作的力学特性,并对原位基础试验进行了仿真的模拟和计算,其结果吻合较好.
By adopting space contact element and using ANSYS, the mechanical characteristics of the interaction between the underground closed wall and the soil were analyzed. The 3-dimensional simulation and calculation were done on the previous ground. The results of the analysis and the experiment coincide well with each other.
出处
《甘肃科学学报》
2005年第4期99-102,共4页
Journal of Gansu Sciences
基金
兰州交通大学科技创新技术项目
关键词
地下闭合墙
接触单元
三维仿真
underground closed wall
contact element
3-dimensional simulation
