| 公路工程基桩低应变检测方法的局限性及对策 |
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| 引用本文： | 毛敏,郭文龙.公路工程基桩低应变检测方法的局限性及对策[J].山西交通科技,2013(5):45-47. |
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| 作者姓名： | 毛敏 郭文龙 |
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| 作者单位： | 山西省交通科学研究院,山西太原030006 |
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| 摘 要： | 概述了公路工程中几种常用的基桩检测方法,介绍了低应变反射波法、超声波检测法的基本原理,以及它们在实际运用中存在的问题和局限性,依托工程实例具体分析低应变检测过程中存在的问题和局限性,针对性地提出相应的对策和建议,为基桩检测人员提供参考。
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| 关 键 词： | 基桩检测 低应变反射波法 超声波检测法 问题 局限 |
The Limitations and Countermeasures of Low Strain Detection Method for Highway Engineering Foundation Piles |
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| MAO Min,GUO Wen-long.The Limitations and Countermeasures of Low Strain Detection Method for Highway Engineering Foundation Piles[J].Shanxi Science & Technology of Communications,2013(5):45-47. |
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| Authors: | MAO Min GUO Wen-long |
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| Institution: | (Shanxi Transportation Research Institute, Taiyuan, Shanxi 030006, China) |
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| Abstract: | This paper summarized several common pile foundation detection methods in highway engineerin~ it introduced the basic principle of low strain reflected wave method and ultrasonic detection method, and their existing problems and limitations in the practical application. Based on the engineering examples,it put forward the corresponding countermeasure and the suggestion,provided the reference for the foundation pile detection oersonnel. |
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| Keywords: | foundation pile detection low strain reflected wave method uhrasonic detection method problem limitation |
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