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| 超声波透射法与低应变反射波法在桩基检测中的一致性研究 | |
| 引用本文： | 韩伟华. 超声波透射法与低应变反射波法在桩基检测中的一致性研究[J]. 山西交通科技, 2014, 0(3): 75-77 |
| 作者姓名： | 韩伟华 |
| 作者单位： | 长平高速公路建设管理处,山西长治046100 |
| 摘 要： | 为了研究超声波透射法与低应变反射波法在桩基检测中的一致性问题,基于7根代表性基桩检测实例,从检测理论和检测结果上分析了两种方法的一致性。通过对比分析发现,两种方法各有优缺点且有一定的一致性,超声波透射法比低应变反射波法检测效果要好。桩基检测中最好遵照以超声波透射法为主、以低应变反射波法为辅的原则,进行联合检测桩基,可以确保检测结果的可靠度。 |
| 关 键 词： | 超声波透射法 低应变反射波法 桩基完整性 一致性 桩基缺陷 |
The Study on the Consistency of Ultrasonic Transmission Method and Low Strain Reflected Wave Method in Pile Foundation Detection |
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| HAN Wei-hua. The Study on the Consistency of Ultrasonic Transmission Method and Low Strain Reflected Wave Method in Pile Foundation Detection[J]. Shanxi Science & Technology of Communications, 2014, 0(3): 75-77 | |
| Authors: | HAN Wei-hua |
| Affiliation: | HAN Wei-hua (Changping Expressway Construction Administration, Changzhi, Shanxi 046100, China) |
| Abstract: | In order to study the consistency problems of ultrasonic transmission method and low strain reflected wave method in pile foundation detection, and based on the seven representative examples of pile detection, this paper analyzed the consistency of two methods from the detection theory and the results. |
| Keywords: | ultrasonic transmission method low strain reflected wave method pile foundation integrity consistency pile foundation defect |
| 本文献已被 CNKI 维普 等数据库收录！ | |