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。
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.
出处
《山西建筑》
2008年第36期105-106,共2页
Shanxi Architecture
关键词
PHC桩
弹性理论法
承载力
位移方程
PHC pile, elastic theoretical method, bearing capacity, displacement equation
