A Simple Calculation for Composite Pile Fourdations Nonlinear Settlemert
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摘要: 以双曲线荷载传递函数关系加以推广,推导出应用于复合桩基中单桩和群桩的一种简便实用计算沉降的非线性方法。最后由实测的试桩结果与计算结果的p-s曲线进行对比,表明其方法的可靠性与有效性。Abstract: Through using the load-transfer hyperbolic function, deducing a simple method to calculate the nonlinear settlement of composite pile foundation. Its feasibility is proved by comparing the p-s curve of testing to that of calculating.
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Key words:
- equivalent pier /
- load-transfer hyperbolic function /
- nonlinear /
- overall aspect ratio R /
- p-s curve /
- bearing capacity
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