Author:
Wang Senhao,Chen Yuan,Sun Tao,Yang Baoquan
Abstract
Abstract
Fiber Bragg Grating (FBG) has the advantages of high sensitivity, high resolution, low cost and small volume. Therefore, FBG sensing technology is widely used in the monitoring of structural engineering. In this research, FBG sensing technology was applied in the geo-mechanical model test of arch dam for the first time. The geomechanical model of Lizhou arch dam was built, and the FBG sensors were arranged on the upstream dam surface, while the resistance strain gauges were arranged on the downstream dam surface. The model failure test was carried out to get the stress-strain state and its changing process of the dam body. The test results show that the monitoring results of the FBG sensors and the resistance strain gauges are basically consistent, and it is found that the initial cracking overloading safety coefficient is K
1 = 1.4 ∼ 2.2, the nonlinear deformation overloading safety coefficient is K
2 = 3.4 ∼ 4.3, the ultimate overloading safety coefficient is K
3 = 6.0 ∼ 6.6. The application of FBG technology provides a method to solve the problem that the strain of the upstream surface of the arch dam model cannot be directly monitored due to the insufficient space caused by the installation and loading system, and also provides a new idea for the measurement technology in the geo-mechanical model test.
Reference13 articles.
1. The progress of geomechanical model test technology (in chinese);Shen,2001
2. 3D Geomechanical Model Test on Global Stability of Lizhou RCC Arch Dam on Muli River;Chen,2015
3. Geomechanical model test on dam stability and application to Jinping High arch dam;Chen;International Journal of Rock Mechanics and Mining Sciences,2015
4. Deformation monitoring of geomechanical model test and its application in overall stability analysis of a high arch dam;Yang,2015
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献