Heavy Rainfall-induced Slope Erosion Prevention by Recycled Rubber Textile

Main Article Content

Wijit Itthiwongkul
Wittayakul Sittisarn
Siwarote Siriluck

Abstract

Soil erosion is a significant problem for ecosystems and management costs. The main factor affecting the amount of soil eroded is rainfall intensity. This study investigated waste materials from the mining industry as alternatives to geosynthetic materials in soil applications. The rubber that had been used, which is otherwise valueless and costly to handle for disposal, was selected as a geosynthetic material for erosion prevention under very heavy rainfall conditions, with a rainfall intensity of 120 mm/hr. The study conducted a tilted bed slope experiment to compare eight different conditions, including slope angle, soil density, and the use of rubber. The results showed that the use of rubber can effectively protect soil erosion, by up to 60%, compared to conditions without rubber under very heavy rainfall. It was found that the slope angle influences the amount of soil eroded; as the slope angle increases, the soil erosion also increases. Notably, at a slope of 45°, the effectiveness of rubber exhibited a similar result in preventing erosion as without rubber. It is worth noting that increasing soil density leads to a decrease in soil erosion. This is more clearly demonstrated in terms of combined rubber, resulting in up to a 35% reduction in soil erosion. Future studies on recycling rubber could focus on waste dumping areas, earthworks and mine pit walls.

Article Details

Section
Research Article

References

F. Zhao and Y. Yin, “Research on the stability of the geocell protected bank slope under rainfall,” J. Phys.: Conf. Ser., vol. 1168, 2019, Art. no. 022052.

S. Bahddou, W. Otten, W. R. Whalley, H.-C. Shin, M. El Gharous, and R. J. Rickson, “Changes in soil surface properties under simulated rainfall and the effect of surface roughness on runoff, infiltration and soil loss,” Geoderma, vol. 431, Mar. 2023, Art. no. 116341.

A. A. Dofee and F. Goshu, “Soil erosion impacts on crop productivity and its implications on food security in Kechabira District, Southern Ethiopia,” Agricultural Biol. Res., vol. 40, no. 6, pp. 1–11, 2024, doi:10.21203/rs.3.rs-3588343/v1.

W. Hou, J. Gao, and S. Wu, “Quantitative analysis of the influencing factors and their interactions in runoff generation in a karst basin of southwestern China,” Water, vol. 12, no. 10, Oct. 2020, Art. no. 2898.

EGAT, “Mae Moh EGAT Telemetry System: Rainfall Data,” (in Thai), 2024. [Online]. Available: https://watertele.egat.co.th/maemoh/

Upper Northern Region Irrigation Hydrology Center. “Rainfall intensity of upper northern region river basin.” (in Thai), HYDRO-1.net. https://www.hydro-1.net (accessed May 16, 2024).

Ang Thong Provincial Agriculture and Cooperatives Office. “Rainfall intensity classification.” (in Thai), OPSMOAC.go.th. https://www.opsmoac.go.th/angthong-local_wisdom-preview-441591791908 (accessed May 16, 2024).

Department of Royal Rainmaking and Agricultural Aviation. “Rainfall frequency analysis.” (in Thai), ROYALRAIN.go.th. https://www.royalrain.go.th/royalrain/ShowDetail.aspx?DetailId=10384 (accessed May 10, 2024).

Department of International Trade Promotion. “Rubber.” (in Thai), DITP.go.th. https://www.ditp.go.th (accessed Jun. 14, 2024).

G. Song et al., “The use of geocell as soil stabilization and soil erosion countermeasures,” Geomatics, Natural Hazards Risk, vol. 12, no. 1, pp. 2155–2169, 2021.

N. A. Bhange and T. K. Rao, “Slope stability analysis of geocell supported embankment,” Int. J. Civil Eng. Technol., vol. 9, no. 4, pp. 1049–1057, Apr. 2018.

G. Y. Wang, J. P. Zhang, and J. W. Zhao, “Numerical analysis of geocell protective slope stability,” Appl. Mech. Mater., vol. 353, pp. 635–639, 2013.

I. Mehdipour, M. Ghazavi, and R. Ziaie Moayed, “Numerical study on stability analysis of geocell reinforced slopes by considering the bending effect,” Geotextiles Geomembranes, vol. 37, pp. 23–34, Apr. 2013.

Z. Arbanas et al., “Impact of gravity retaining wall on the stability of a sandy slope in small-scale physical model,” in Proc. 5th Regional Symp. Landslides in Adriatic-Ballan Region, Mar. 2022, pp. 193–200.

W. Tan, Q. Huang, and X. Chen, “Physical model test on the interface of loess fill slope,” Land, vol. 11, no. 8, Aug. 2022, Art. no. 1372.

P. Panagos et al., “Understanding the cost of soil erosion: An assessment of the sediment removal costs from the reservoirs of the European Union,” J. Cleaner Prod., vol. 434, Jan. 2024, Art. no. 140183.

S. G. Thallak, S. Saride, and S. K. Dash, “Performance of surface footing on geocell-reinforced soft clay beds,” Geotech. Geolog. Eng., vol. 25, pp. 509–524, May 2007.

Keymay. “Geocell.” KEYMAY.com. https://www.keymay.com/geocell-1 (accessed May 16, 2024).

Greeninspired. “Enviro Grid™ (Soil stabilization system-Geo cell).” (in Thai), GREENINSPIRED.co.th. https://www.greeninspired.co.th/products/geocell (accessed May 16, 2024).

KSB. “Geocell.” (in Thai), KSBPRODUCT.co.th. https://www.ksbproduct.co.th (accessed May 16, 2024).

A. Verma, S. Suman, and S. K. Sharma, “Use of geocells for controlling soil erosion at slopes and its comparison with other methods of slope protection,” in Proc. All India Seminar Adv. Eng. and Technol. Sustain. Develop., Pantnagar, India, Jun. 2015, pp. 411–416.

Z. Zhang, L. Qin, G. Ye, W. Wang, and J. Zhang, “Physical modeling and intelligent prediction for instability of high backfill slope moisturized under the influence of rainfall disasters,” Appl. Sci., vol. 13, no. 7, Mar. 2023, Art. no. 4218.

A. Vijay and A. R. Sudha, “Effect of use of geocell and rice straw in slope stability,” Int. J. Adv. Res. Sci., Commun. Technol., vol. 2, no. 1, pp. 242–250, Jul. 2022, doi: 10.48175/IJARSCT-5674.

X. Song et al., “Erosion control treatment using geocell and wheat straw for slope protection,” Adv. Civil Eng., vol. 2021, no. 1, Apr. 2021, Art. no. 553221.

D.-y. Wang, J.-l. Hu, J. Wang, and Q.-j. Zun, “Experimental study on anti-eroding effect of slope protected by degradable geocell,” IOP Conf. Ser.: Earth Environ. Sci., vol. 634, no. 1, 2021, Art. no. 012026.

M. D. Ricks, W. T. Wilson, W. C. Zech, X. Fang, and W. N. Donald, “Evaluation of hydromulches as an erosion control measure using laboratory-scale experiments,” Water, vol. 12, no. 2, Feb. 2020, Art. no. 515.

Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, ASTM D854-14, May 2014. [Online]. Available: https://standards.iteh.ai/catalog/standards/astm/2d902b8f-b0e5-48db-96e0-2d14f9e355bf/astm-d854-14?srsltid=AfmBOopaFZ5nl-QGjDGCdyGJrzAkmHU1LU1t_PZHYHdfRnm99NQ7cT7y

Standard Test Method for Determination of Erosion Control Products (ECP) Performance in Protecting Slopes from Sequential Rainfall-Induced Erosion Using a Tilted Bed Slope, ASTM D8297/D8297M-22, Nov 2023. [Online]. Available: https://store.astm.org/d8297_d8297m-22.html

Standard Method of Test for Moisture–Density Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-mm (1 2-in.) Drop, T 99-21, 2018. [Online]. Available: https://wsdot.wa.gov/publications/manuals/fulltext/m46-01/t99.pdf

G. Larionov et al., “Effect of impact angle on the erosion rate of coherent granular soil, with a chernozemic soil as an example,” Eurasian Soil Sci., vol. 51, pp. 251–254, 2018.