论文部分内容阅读
建议用双曲线模拟载荷试验曲线，易于建立地基破坏标准，求得地基基床系数及其内在关系。在此基础上提出用极限承载力或静力触探指标估算割线基床系数的经验公式。
It is suggested to simulate the load test curve with hyperbola, and it is easy to establish the foundation damage criterion, and to obtain the bed coefficient of the foundation and its internal relationship. On the basis of this, the empirical formula for estimating the secant base bed coefficient using ultimate bearing capacity or static penetration index is proposed.