摘要
利用土力学及弹性理论导出了确定层状土中桩轴向荷载—沉降关系,按位移协调法求出桩顶荷载—沉降的关系曲线,通过工程试桩进行了计算对比,指出其计算值与实测值比较吻合,从而表明本方法的可行性。
Utilizing soil mechanics and elastic theory the axial load-sttlement relation of pile in laminated soil is derived. In addition, using displacement-coordination method the load-settlement relation curve of pile cap acquired. Comparison calculation of test piles shows calculation results are in good agreement with the experimental data, which dcmonstrated the practicability of this method.
出处
《山西建筑》
2005年第17期6-7,共2页
Shanxi Architecture
关键词
荷载
沉降
摩阻力
单元体
load, settlement, friction, unit body
