Applying Refined Load-transfer Method to Analyze Bearing Characteristic of Single Pile
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摘要: 利用成层土中剪切变形传递法分析单桩的坚向承载特性和沉降特性，经过与现场实测数据结果比较分析，证明剪切变形传递法，在用于计算设计荷载范围内的单桩桩身内力和沉降方面具有很好的精度。故在无现场静载荷试验的条件，剪切变形传递法可作为分析单桩竖向承载特性及桩周土体阻力发挥过程的一种辅助方法。Abstract: Applying refined load-transfer method to analyze bearing characteristic and settlement behavior of single pile, and compared with test recruits, the calculational results are precise close to designed load. When there is no test result, load-transfer method can be applied to analyze bearing characteristic and settlement behavior of single pile, and it will be an effective assistant measurement for the analysis of bearing capacity.
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Key words:
- single pile /
- refinde load-transfer method /
- bearing characteristic /
- soft soil
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