journal article·2021-03-19Open access

Experimental Study on the Pullout Resistance of Smooth Steel Strip Reinforcement with Transverse Members

Jung-Geun Han, Kwang-Wu Lee, Jong-Young Lee, Gigwon Hong, Jeongjun Park

Applied Sciences· Volume 11· Issue 6

Abstract

This paper presents an experimental study on the pullout resistance of a newly improved reinforcement. The applied reinforcement was a smooth steel strip reinforcement with transverse members used to improve the pullout-resistance problems of the smooth steel strip reinforcement. The pullout and bearing resistance of the improved reinforcement were evaluated using results of large-scale pullout tests. The evaluation result confirmed that the bearing resistance of the improved reinforcement was about 33–66% of the total pullout resistance, and it had an evenly distributed friction and bearing resistance. The bearing bond coefficient, considering the interference effect, gradually converged when normal stress was higher than a certain value. This result confirmed that the increment of interference effect is caused by the increment of the transverse member and normal stress. In the pullout-resistance evaluation of the improved reinforcement, a number of transverse members can be predicted using the relationship between bearing-resistance stress and the bearing bond coefficient due to normal stress, which can be applied as a reasonable prediction method.
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Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil and Environmental Engineering, Urban Design and Studies, Chung-Ang University, Seoul 06974, Korea

Department of Intelligent Energy and Industry, Chung-Ang University, Seoul 06974, Korea

Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology, Goyang-si 10223, Korea

Department of Civil and Disaster Prevention Engineering, Halla University, Wonju-si 26404, Korea

Incheon Disaster Prevention Research Center, Incheon National University, Incheon 22012, Korea

References (33)

Show source-provided references
1. Case History of Geosynthetic Reinforced Segmental Retaining Wall Failure10.1061/(ASCE)1090-0241(2006)132:12(1538) ↗
2. Internal deformation behavior of geosynthetic-reinforced soil walls10.1016/j.geotexmem.2006.10.001 ↗
3. 2D and 3D numerical simulations of reinforced embankments on soft ground10.1016/j.geotexmem.2007.03.003 ↗
4. Model tests of geocell retaining structures10.1016/j.geotexmem.2007.03.001 ↗
5. Effects of viscous behavior of geosynthetic reinforcement and foundation soils on embankment performance10.1016/j.geotexmem.2007.12.002 ↗
6. Combined effect of PVDs and reinforcement on embankments over rate-sensitive soils10.1016/j.geotexmem.2007.10.001 ↗
7. A new type of integral bridge comprising geosynthetic-reinforced soil walls10.1680/gein.2009.16.4.301 ↗
8. Jewell, R.A., Milligan, G.W.E., Sarsby, R.W., and Dubois, D. (1984). Interaction between Soil and Geogrids, Symposium on Polymer Grid Reinforcement in Civil Engineering, Thomas Telford Limited.
9. Pullout resistance of steel geogrids with weathered clay as backfill material10.1520/GTJ10222J ↗
10. Bishop, J.A., and Anderson, L.R. (1979). Performance of the Welded Wire Retaining Wall, Utah State University. Report to Hilfiker Co.
11. Cho, S.D., and Shin, E.C. (1999, January 16–20). Application of geosynthetics and earth reinforcement technique in Korea. Proceedings of the Special Volume, 11th ARC on Soil Mechanics and Geotechnical Engineering, Earth Reinforcement Technique in Asia, ISSMGE-TC9, Seoul, Korea.
12. KGS (Korean Geosynthetics Society) (2006). Evaluation Method and Application on Geosynthetics Characteristics, Geosynthetics Short-Term Course Series I, KGS.
13. Reinforcement bond capacity10.1680/geot.1990.40.3.513 ↗
14. Prediction of pullout resistance and pullout force–displacement relationship for inextensible grid reinforcements10.3208/sandf.36.4_11 ↗
15. Laboratory pull-out testing of grid reinforcements in sand10.1520/GTJ10838J ↗
16. Jewell, R.A. (1980). Some Effects of Reinforcement on Soils. [Ph.D. Thesis, University of Cambridge].
17. Soil-geotextile pullout interaction properties: Testing and interpretation
18. Bearing force mobilisation in pull-out tests on geogrids10.1016/j.geotexmem.2004.03.007 ↗
19. Scale and other factors affecting the results of pullout tests of grids buried in sand10.1680/geot.1989.39.3.511 ↗
20. Peterson, L.M. (1980). Pullout Resistance of Welded Wire Mesh Embedded in Soil. [Master’s Thesis, Utah State University].
21. Peterson, L.M., and Anderson, L.R. (1980). Pullout Resistance of Welded Wire Mats Embedded in Soil, Utah State University. Report to Hilfiker Co.
22. Influence of rigid and flexible face on geogrid pullout tests10.1016/S0266-1144(01)00011-5 ↗
23. Pullout resistance of individual longitudinal and transverse geogrid ribs10.1061/(ASCE)1090-0241(2007)133:1(37) ↗
24. Pullout tests using steel grids reinforcement with low-quality backfill10.1061/(ASCE)0733-9410(1992)118:7(1047) ↗
25. Matsui, T., Nabeshima, Y., Uchihata, K., and Han, J.G. (1997, January 6–8). Tensile strength of jointed reinforcements in the steel grid reinforced earth. Proceedings of the International Conference on Ground Improvement Techniques, Macau, China.
26. Ultimate pullout loads of steel mesh in sand
27. ASTM (2003). Standard Test Method for Measuring Geosynthetic Pullout Resistance in Soil, ASTM. ASTM Book of Standards; ASTM D6706-01.
28. Application of weathered granite soils as backfill material of reinforced earth structure
29. Kim, Y.S. (2002). Development of the Method to Determine the Weathering Degree of Decomposed Granite Soil for the Evaluation of the Engineering Properties. [Ph.D. Thesis, Chung-Ang University].
30. Elias, V., Christopher, B.R., and Berg, R.R. (2001). Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines, FHWA (Federal Highway Administration). FHWA-NHI-00-043.
31. Interaction of lateritic soil and steel grid reinforcement10.1139/t93-032 ↗
32. Interaction behaviour of steel grid reinforcements in a clayey sand10.1680/geot.1993.43.4.589 ↗
33. Nielsen, M.R., and Anderson, L.R. (1984). Pullout Resistance of Wire Mats Embedded in Soil, Utah State University. Report to Hilfiker Co.