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| PHC桩的竖向极限承载力的预测 | |
| 引用本文： | 郭宏磊,贺雯,胡亦兵,王元汉.PHC桩的竖向极限承载力的预测[J].工程力学,2004,21(3):78-83. |
| 作者姓名： | 郭宏磊 贺雯 胡亦兵 王元汉 |
| 作者单位： | 1. 华中科技大学,武汉430074;江汉大学,武汉430056 2. 深圳宝安区工程造价管理站,深圳518101 3. 中南电力设计院,武汉,430071 4. 华中科技大学,武汉,430074 |
| 摘 要： | 基于理论与实测分析,提出了用逐次线性概似法加上残差修正,利用数量较少的沉降观测数据来预测PHC桩(超高强预应力管桩)的竖向极限承载力。所附的大量工程实例的分析表明,这个方法精度较高,可操作性较强。 |
| 关 键 词： | PHC桩(超高强预应力管桩) 逐次线性逼近 预测 残差 极限承载力 |
| 文章编号： | 1000-4750(2004)03-0078-06 |
PREDICTION OF VERTICAL ULTIMATE BEARING CAPACITY OF PHC PILES |
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| GUO Hong-lei,HE Wen,HU Yi-bing,WANG Yuan-han.PREDICTION OF VERTICAL ULTIMATE BEARING CAPACITY OF PHC PILES[J].Engineering Mechanics,2004,21(3):78-83. | |
| Authors: | GUO Hong-lei HE Wen HU Yi-bing WANG Yuan-han |
| Affiliation: | GUO Hong-lei1,2,HE Wen3,HU Yi-bing4,WANG Yuan-han1 |
| Abstract: | Based on theoretical analysis and actual measurement, a gradual linear approximation method with residual error correction is proposed to predict the vertical ultimate bearing capacity of PHC piles (pre-stressed pipe pile with super high strength) using less dada of settlement observation. A series of practical examples show that this method has comparatively high precision and serviceability. |
| Keywords: | PHC pile (pre-stressed pipe pile with super high strength) gradual linear approximation prediction residual error ultimate bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |