摘要
利用大型有限元计算软件P laxis2D对某单端承桩沉降进行模拟,通过采用不同的土体模型参数和桩身桩脚的参数选取并和弹性理论的经验公式计算的沉降量结果对比表明有限元软件模拟分析的可行性和实用性。
Using finite element software Plaxis2D of a single settlement of piles to simulate the soil through the use of different model parameters and parameter selection of the pile and the pile foot and the elastic theory,the experience of the settlement formula comparing the results show that the finite element software to simulate the feasibility and practicality.
出处
《四川建材》
2010年第6期57-58,共2页
Sichuan Building Materials
