{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,8,23]],"date-time":"2024-08-23T12:30:31Z","timestamp":1724416231039},"reference-count":16,"publisher":"MDPI AG","issue":"3","license":[{"start":{"date-parts":[[2017,3,15]],"date-time":"2017-03-15T00:00:00Z","timestamp":1489536000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Sensors"],"abstract":"By installing FBG sensors on the geogrids, smart geogrids can both reinforce and monitor the stability for geogrid-reinforced slopes. In this paper, a geogrid-reinforced sand slope model test is conducted in the laboratory and fiber Bragg grating (FBG) sensing technology is used to measure the strain distribution of the geogrid. Based on the model test, the performance of the reinforced soil slope is simulated by finite element software Midas-GTS, and the stability of the reinforced soil slope is analyzed by strength reduction method. The relationship between the geogrid strain and the factor of safety is set up. The results indicate that the measured strain and calculated results agree very well. The geogrid strain measured by FBG sensor can be applied to evaluate the stability of geogrid-reinforced sand slopes.<\/jats:p>","DOI":"10.3390\/s17030597","type":"journal-article","created":{"date-parts":[[2017,3,15]],"date-time":"2017-03-15T15:39:26Z","timestamp":1489592366000},"page":"597","source":"Crossref","is-referenced-by-count":13,"title":["Application of FBG Sensing Technology in Stability Analysis of Geogrid-Reinforced Slope"],"prefix":"10.3390","volume":"17","author":[{"given":"Yijie","family":"Sun","sequence":"first","affiliation":[{"name":"College of Transportation Science & Engineering, Nanjing Tech University, Nanjing 210009, China"}]},{"given":"Hongzhong","family":"Xu","sequence":"additional","affiliation":[{"name":"College of Transportation Science & Engineering, Nanjing Tech University, Nanjing 210009, China"}]},{"given":"Peng","family":"Gu","sequence":"additional","affiliation":[{"name":"College of Transportation Science & Engineering, Nanjing Tech University, Nanjing 210009, China"}]},{"given":"Wenjie","family":"Hu","sequence":"additional","affiliation":[{"name":"College of Transportation Science & Engineering, Nanjing Tech University, Nanjing 210009, China"}]}],"member":"1968","published-online":{"date-parts":[[2017,3,15]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"1067","DOI":"10.1139\/t03-052","article-title":"Performance of Instrumented large-scale unreinforced and reinforced embankments loaded by a strip footing to failure","volume":"40","author":"Bathurst","year":"2003","journal-title":"Can. 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