Evaluation of the performance of sensor-enabled geobelts after cyclic loading. (10th October 2018)
- Record Type:
- Journal Article
- Title:
- Evaluation of the performance of sensor-enabled geobelts after cyclic loading. (10th October 2018)
- Main Title:
- Evaluation of the performance of sensor-enabled geobelts after cyclic loading
- Authors:
- Cui, Xin-zhuang
Cui, She-qiang
Lu, Tu
Zhang, Lei
Wang, Yi-lin
Li, Jun - Abstract:
- Highlights: A new smart geosynthetic named sensor-enabled geobelt (SEGB) was developed. The effects of prestrains and cyclic loads on SEGB were investigated. Mechanical properties of SEGB after cyclic loading were evaluated. A preliminary model was proposed to evaluate tensoresistivity of SEGB. Abstract: Geosynthetics are an effective method to increase the seismic level of reinforcement soil structures. In this paper, sensor-enabled geobelts (SEGB) that performed self-measurement and reinforcement functions were developed on the strain-sensitive electrical conductivity (tensoresistivity) of the high-density polyethylene (HDPE) filled with super conductive carbon black (CB). To study the influence of seismic loads on SEGB, a series of cyclic loading tests were performed. Before cyclic loading, different prestrains were applied to simulate the deformation of SEGB in soil before earthquake. The results show that the tensile strength and elongation at break of SEGB after cyclic loading decrease with the number of loading cycles and strain amplitude of cyclic load, though the prestrains have a limited influence on the reduction of mechanical properties of SEGB. For the tensoresistivity response of SEGB after cyclic loading, the electrical conductivity of SEGB becomes more sensitive to strain by increasing number of loading cycles, amplitude of cyclic load and prestrains. Based on the test results, a preliminary model was proposed to evaluate the tensoresistivity performance ofHighlights: A new smart geosynthetic named sensor-enabled geobelt (SEGB) was developed. The effects of prestrains and cyclic loads on SEGB were investigated. Mechanical properties of SEGB after cyclic loading were evaluated. A preliminary model was proposed to evaluate tensoresistivity of SEGB. Abstract: Geosynthetics are an effective method to increase the seismic level of reinforcement soil structures. In this paper, sensor-enabled geobelts (SEGB) that performed self-measurement and reinforcement functions were developed on the strain-sensitive electrical conductivity (tensoresistivity) of the high-density polyethylene (HDPE) filled with super conductive carbon black (CB). To study the influence of seismic loads on SEGB, a series of cyclic loading tests were performed. Before cyclic loading, different prestrains were applied to simulate the deformation of SEGB in soil before earthquake. The results show that the tensile strength and elongation at break of SEGB after cyclic loading decrease with the number of loading cycles and strain amplitude of cyclic load, though the prestrains have a limited influence on the reduction of mechanical properties of SEGB. For the tensoresistivity response of SEGB after cyclic loading, the electrical conductivity of SEGB becomes more sensitive to strain by increasing number of loading cycles, amplitude of cyclic load and prestrains. Based on the test results, a preliminary model was proposed to evaluate the tensoresistivity performance of SEGB after cyclic loading. … (more)
- Is Part Of:
- Construction & building materials. Volume 185(2018)
- Journal:
- Construction & building materials
- Issue:
- Volume 185(2018)
- Issue Display:
- Volume 185, Issue 2018 (2018)
- Year:
- 2018
- Volume:
- 185
- Issue:
- 2018
- Issue Sort Value:
- 2018-0185-2018-0000
- Page Start:
- 414
- Page End:
- 422
- Publication Date:
- 2018-10-10
- Subjects:
- Sensor-enabled geobelts -- Tensoresistivity -- Cyclic loading -- Prestrain
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2018.07.046 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 17113.xml