Evaluation of interface shear behavior of GFRP soil nails with a strain-transfer model and distributed fiber-optic sensors
- 1 March 2018
- journal article
- research article
- Published by Elsevier BV in Computers and Geotechnics
- Vol. 95, 180-190
- https://doi.org/10.1016/j.compgeo.2017.10.005
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51508215)
- Fundamental Research Funds for the Central Universities
- Huazhong University of Science and Technology (2017KFYXJJ138)
This publication has 20 references indexed in Scilit:
- Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sandCanadian Geotechnical Journal, 2015
- Measurement of small strain behavior of a local soil by fiber Bragg grating-based local displacement transducersActa Geotechnica, 2013
- Performance Monitoring of a Glass Fiber-Reinforced Polymer Bar Soil Nail during Laboratory Pullout Test Using FBG Sensing TechnologyInternational Journal of Geomechanics, 2013
- Recent Progress in Brillouin Scattering Based Fiber SensorsSensors, 2011
- Influences of overburden pressure and soil dilation on soil nail pull-out resistanceComputers and Geotechnics, 2010
- New Soil Nail Material—Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong KongJournal of Materials in Civil Engineering, 2009
- Influence of degree of saturation on soil nail pull-out resistance in compacted completely decomposed granite fillCanadian Geotechnical Journal, 2007
- Field Evaluation of a Glass-Fiber Soil Reinforcement SystemJournal of Performance of Constructed Facilities, 2007
- Distributed strain measurement for pile foundationsGeotechnical Engineering, 2006
- 22-km distributed temperature sensor using Brillouin gain in an optical fiberOptics Letters, 1993