| 基于经典弹性理论的PHC单桩承载力计算 |
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| 引用本文： | 肖慧莎. 基于经典弹性理论的PHC单桩承载力计算[J]. 山西建筑, 2008, 34(36) |
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| 作者姓名： | 肖慧莎 |
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| 作者单位： | 江西省公路机械工程局,江西南昌,330006 |
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| 摘 要： | 结合传统的计算灌注桩承载力的弹性理论法对PHC桩的承载特性进行了分析,列举了高强度PHC桩的应用实例,并指出PHC桩具有强度高、穿透力强、桩身质量稳定等特点,可推广应用.
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| 关 键 词： | PHC桩 弹性理论法 承载力 位移方程 |
The bearing capacity of single PHC pile calculation based on the classic elastic theory |
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| XIAO Hui-sha. The bearing capacity of single PHC pile calculation based on the classic elastic theory[J]. Shanxi Architecture, 2008, 34(36) |
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| Authors: | XIAO Hui-sha |
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| Affiliation: | XIAO Hui-sha |
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| Abstract: | Combined with classic elastic theoretical method to calculate bored concrete pile bearing capacity,the bearing characteristics of PHC pile were analyzed.The examples of high strength PHC pile were given,and it pointed that PHC pile was high strength,strong penetration force and stable pile body,which was worth to popularize. |
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| Keywords: | PHC pile elastic theoretical method bearing capacity displacement equation |
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