首页|基于BOTDA技术测量桥梁地基沉降评估的研究

基于BOTDA技术测量桥梁地基沉降评估的研究

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为进一步提高桥梁地基沉降评估的准确性,文中提出将BOTDA技术应用于地基沉降监测,通过搭建基于BOTDA的土体沉降模拟试验装置,模拟不同工况进行土体沉降试验.结果表明,当工况1 固定点间位移值为0 时,不同沉降位移的应变值最大值为2 700 με,最小应变值为0,而随着固定点间位移值在0~2m内变化时,不同沉降位移的应变值变化幅度较小.工况2 条件下的桥梁地基沉降,随着位移的增加,先出现负应变,而后出现正应变.利用地锚将光纤进行固定,进一步增大了光纤应变传导性能,使应变监测范围增大.因此,在实际地基沉降监测中,应使用地锚固定光纤,提高桥梁地基沉降监测准确性.
Research on Measuring Bridge Foundation Settlement Evaluation Based on BOTDA Technology
In order to further improve the accuracy of bridge foundation settlement assessment,this paper proposes to apply BOTDA technology to foundation settlement monitoring.By building a soil settlement simulation test device based on BOTDA,different working conditions are simulated for soil settlement tests.The experimental results show that when the displacement value between fixed points in operating condition 1 is 0 m,the maximum strain value for different settlement displacements is 2 700 με,and the minimum strain value is 0.As the displacement values between fixed points vary within the range of 0-2 meters,the strain values of different settlement displacements change less.Under condition 2,the settle-ment of the bridge foundation shows negative strain followed by positive strain as the displacement increases.By using ground anchors to fix the optical fiber,the strain transmission performance of the fiber is further increased,and the strain monitoring range is expanded.Therefore,in ac-tual foundation settlement monitoring,ground anchors should be used to fix optical fibers to improve the accuracy of bridge foundation settlement monitoring.

BOTDA technologyBridgeFoundation settlement

陈海威

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中铁十一局集团第一工程有限公司,湖北 襄阳 441000

BOTDA技术 桥梁 地基沉降

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(8)