Ijraset Journal For Research in Applied Science and Engineering Technology
Authors: Amritha M, Chithra S
DOI Link: https://doi.org/10.22214/ijraset.2025.72765
Certificate: View Certificate
Erosion control and slope stabilization are critical aspects of geotechnical engineering, essential for preventing soil degradation, landslides, and infrastructure failures. This review explores various methods used to enhance soil stability, mitigate erosion, and improve slope resilience under diverse environmental and load conditions. Furthermore, the use of GIS and remote sensing for tracking slope stability and forecasting collapse hazards is emphasized. Through the integration of sustainable and environmentally friendly practices with engineering concepts, this review offers a thorough comprehension of various stabilization techniques. According to the findings, erosion management and slope stabilization require site-dependent approaches that strike a compromise between effectiveness, environmental impact, and durability. Future studies should concentrate on maximizing the use of these approaches in conjunction to create long-lasting and reasonably priced solutions for geotechnical problems.
The review discusses slope stabilization and erosion management as critical solutions to geotechnical challenges caused by natural and human factors. Slope stability depends on factors like slope geometry, soil properties, hydrological conditions, external loads, and environmental stresses (rainfall, earthquakes). Urbanization, deforestation, and climate change have heightened the need for sustainable stabilization methods.
Traditional techniques (retaining walls, drainage) have evolved with new materials and approaches such as geosynthetics, bioengineering, and polymer-based stabilizers. The paper examines chemical methods (lime, polymers, lignosulphonates), biological approaches (vegetation, microbial-induced calcite precipitation), and mechanical solutions (retaining walls, piling, geotextiles) in real-world applications.
Key findings include:
Steeper slopes and increased infiltration reduce stability.
Rainfall and seismic activity increase pore water pressure, weakening soils.
Soil type, cohesion, and internal friction significantly impact stability.
Building loads and design influence load distribution and slope safety.
Chemical stabilizers like lime, cement, and polymers improve soil strength and erosion resistance.
Biological methods enhance soil cohesion and promote vegetation growth, aiding sustainable slope restoration.
Combining approaches leads to more resilient slopes, addressing environmental and engineering demands.
The effective management of erosion and slope stabilization requires a multidisciplinary approach that integrates engineering principles with environmental sustainability. Advances in materials science and soil stabilization techniques have significantly improved our ability to counteract slope instability, as demonstrated by the use of innovative solutions such as geosynthetics, bioengineered systems, and polymer-based stabilizers. These methods enhance soil cohesion, shear strength, and water retention, thereby reducing the risks of failure under adverse conditions like intense rainfall or seismic events. The reviewed studies highlight the importance of tailoring stabilization strategies to specific site conditions. For instance, geotextiles and geogrids are highly effective in mechanical stabilization, while lignosulfonates and polymers serve as efficient chemical stabilizers, especially in soils prone to expansive behaviour. Biological approaches, including vegetation establishment and microbial-induced calcite precipitation, offer environmentally friendly and cost-effective alternatives, promoting ecological balance while ensuring stability. Future research should focus on optimizing the integration of these methods to achieve durable, sustainable solutions that address both immediate engineering challenges and long-term environmental impacts. By combining advanced technologies with traditional practices, the field of erosion control and slope stabilization is poised to contribute significantly to safe and sustainable infrastructure development in diverse geotechnical settings.
[1] Naghadehi, M. Z., Jimenez, R., KhaloKakaie, R., & Jalali, S. E. (2011). A probabilistic systems methodology to analyze the importance of factors affecting the stability of rock slopes. Engineering Geology, 118(3–4), 82–92. https://doi.org/10.1016/j.enggeo.2011.01.003 [2] Bordoni, M., Meisina, C., Valentino, R., Lu, N., Bittelli, M., & Chersich, S. (2015). Hydrological factors affecting rainfall-induced shallow landslides: From the field monitoring to a simplified slope stability analysis. Engineering Geology, 193, 19–37. https://doi.org/10.1016/j.enggeo.2015.04.006 [3] Zhang, F., & Pei, H. (2024). Stability analysis of shallow slopes under rainfall infiltration considering tensile strength cut-off. Computers and Geotechnics, 171, 106327. https://doi.org/10.1016/j.compgeo.2024.106327 [4] Liu, C., Li, Y., & Wang, L. (2024). Stability of slopes in partially saturated soils: Incorporating the combined effects of seismic forces and pore water pressure. Soil Dynamics and Earthquake Engineering, 187, 108996. https://doi.org/10.1016/j.soildyn.2024.108996 [5] Ren, Y., Chen, X., & Shang, Y. (2024). Rain infiltration on Earth-Rock aggregate slope stability. Desalination and Water Treatment, 319, 100492. https://doi.org/10.1016/j.dwt.2024.100492 [6] Zeli, K. Z., Ramhmachhuani, R., Mozumder, R. A., & Tluanga, H. L. (2024). Impact Of Building Topologies On Hill Slope Stability In Aizawl City. Results in Engineering, 23, 102744. https://doi.org/10.1016/j.rineng.2024.102744 [7] Paul, D. K., Kumar, S., Department of Earthquake Engineering, University of Roorkee, Roorkee, India, & Department of Civil Engineering, College of Engineering and Technology, Bathinda 1510001, India. (1997). Stability analysis of slope with building loads. In Elsevier Science Limited & Elsevier, Soil Dynamics and Earthquake Engineering (Vol. 16, pp. 395–405). [8] Raj, D., Singh, Y., & Dept. of Earthquake Engineering, IIT Roorkee, India. (n.d.). Effect of building loads on the stability of hill slopes. ASCE. [9] Pipatpongsa, T., Fang, K., Leelasukseree, C., Chaiwan, A., & Chanwiset, N. (2024). Reverse toe sliding criteria of laterally confined low wall slope subjected to counterweight fill. International Journal of Rock Mechanics and Mining Sciences, 175, 105683. https://doi.org/10.1016/j.ijrmms.2024.105683 [10] Yue, M., Qu, L., Zhou, S., Wu, D., Chen, Z., & Wen, H. (2023). Dynamic response characteristics of shaking table model tests on the gabion reinforced retaining wall slope under seismic action. Geotextiles and Geomembranes, 52(2), 167–183. https://doi.org/10.1016/j.geotexmem.2023.10.001 [11] Seo, H., Lee, Y., Park, D., & Kim, B. (2022). Seismic fragility assessment for cantilever retaining walls with various backfill slopes in South Korea. Soil Dynamics and Earthquake Engineering, 161, 107443. https://doi.org/10.1016/j.soildyn.2022.107443 [12] Sun, Z., Kong, L., & Wang, Y. (2021). Seismic behaviour of a micropile-reinforced cut slope behind a cantilever retaining wall. Soil Dynamics and Earthquake Engineering, 152, 107058. https://doi.org/10.1016/j.soildyn.2021.107058 [13] Zhang, C., Su, L., Chen, W., & Jiang, G. (2021). Full-scale performance testing of bored piles with retaining walls in high cutting slope. Transportation Geotechnics, 29, 100563. https://doi.org/10.1016/j.trgeo.2021.100563 [14] Lin, Y., Yang, G., Yang, X., Zhao, L., Shen, Q., & Qiu, M. (2016). Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading. Soil Dynamics and Earthquake Engineering, 92, 633–649. https://doi.org/10.1016/j.soildyn.2016.11.002 [15] Trandafir, A. C., Kamai, T., & Sidle, R. C. (2008). Earthquake-induced displacements of gravity retaining walls and anchor-reinforced slopes. Soil Dynamics and Earthquake Engineering, 29(3), 428–437. https://doi.org/10.1016/j.soildyn.2008.04.005 [16] Srbulov, M., * & SAGE Engineering Ltd. (2000). Analyses of stability of geogrid reinforced steep slopes and retaining walls. In Computers and Geotechnics (Vol. 28, pp. 255–268) [Journal-article]. https://www.elsevier.com/locate/compgeo [17] Singh, R. J., Kumar, G., Sharma, N., Deshwal, J., & Madhu, M. (2024). Extreme rainfall storm-induced surface runoff and sediment dynamics of conservation tillage-based agro-geotextiles emplaced on sloping croplands of the Indian Himalayan Region. Physics and Chemistry of the Earth Parts a/B/C, 135, 103644. https://doi.org/10.1016/j.pce.2024.103644 [18] Luo, F., Zhang, G., Liu, Y., & Ma, C. (2017). Centrifuge modeling of the geotextile reinforced slope subject to drawdown. Geotextiles and Geomembranes, 46(1), 11–21. https://doi.org/10.1016/j.geotexmem.2017.09.001 [19] Broda, J., Grzybowska-Pietras, J., Gaw?owski, A., Rom, M., Przybylo, S., & Laszczak, R. (2017). Application of wool geotextiles for the protection of steep slopes. Procedia Engineering, 200, 112–119. https://doi.org/10.1016/j.proeng.2017.07.017 [20] Palmeira, E. M., & Tatto, J. (2014). Behaviour of geotextile filters in armoured slopes subjected to the action of waves. Geotextiles and Geomembranes, 43(1), 46–55. https://doi.org/10.1016/j.geotexmem.2014.11.003 [21] Khorsandiardebili, N., & Ghazavi, M. (2021). Internal stability analysis of geocell-reinforced slopes subjected to seismic loading based on pseudo-static approach. Geotextiles and Geomembranes, 50(3), 393–407. https://doi.org/10.1016/j.geotexmem.2021.12.001 [22] Static stability analysis of geocell-reinforced slopes. (2021). In Geotextiles and Geomembranes (Vol. 49, pp. 852–863) [Technical note]. https://doi.org/10.1016/j.geotexmem.2020.12.012 [23] Onur, M. I., Tuncan, M., Evirgen, B., Ozdemir, B., & Tuncan, A. (2016). Behavior of soil reinforcements in slopes. Procedia Engineering, 143, 483–489. https://doi.org/10.1016/j.proeng.2016.06.061 [24] Sun, S., Zhu, B., & Wang, J. (2013). Design method for stabilization of earth slopes with micropiles. SOILS AND FOUNDATIONS, 53(4), 487–497. https://doi.org/10.1016/j.sandf.2013.06.002 [25] Yang, S., Wang, Z., Wang, J., Gong, M., Li, J., & Sun, Z. (2021). 3D Seismic Stability Analysis of Bench Slope with Pile Reinforcement. Geotechnical and Geological Engineering, 40(3), 1149–1163. https://doi.org/10.1007/s10706-021-01949-y [26] Hou, C., Xu, Q., Li, Y., & Sun, Z. (2023). Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration. Geotextiles and Geomembranes, 52(1), 156–165. https://doi.org/10.1016/j.geotexmem.2023.09.010 [27] Gowthaman, S., Mitsuyama, S., Nakashima, K., Komatsu, M., & Kawasaki, S. (2019). Biogeotechnical approach for slope soil stabilization using locally isolated bacteria and inexpensive low-grade chemicals: A feasibility study on Hokkaido expressway soil, Japan. SOILS AND FOUNDATIONS, 59(2), 484–499. https://doi.org/10.1016/j.sandf.2018.12.010 [28] Bai, Y., Liu, J., Xiao, H., Song, Z., Ma, K., & Deng, Y. (2023). Soil stabilization using synthetic polymer for soil slope ecological protection. Engineering Geology, 321, 107155. https://doi.org/10.1016/j.enggeo.2023.107155 [29] Ijaz, N., Ye, W., Rehman, Z. U., Dai, F., & Ijaz, Z. (2021). Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect. Transportation Geotechnics, 32, 100697. https://doi.org/10.1016/j.trgeo.2021.100697 [30] Ta’negonbadi, B., & Noorzad, R. (2018). Physical and geotechnical long-term properties of lignosulfonate-stabilized clay: An experimental investigation. Transportation Geotechnics, 17, 41–50. https://doi.org/10.1016/j.trgeo.2018.09.001 [31] Wang, Y., Liu, J., Lin, C., Ma, X., Song, Z., Chen, Z., Jiang, C., & Qi, C. (2022). Polyvinyl acetate-based soil stabilization for rock slope ecological restoration. Journal of Environmental Management, 324, 116209. https://doi.org/10.1016/j.jenvman.2022.116209 [32] Bruno, A. W., Lalicata, L. M., Abdallah, R., Lagazzo, A., Arris-Roucan, S., McGregor, F., Perlot, C., & Gallipoli, D. (2024). Synergic effect of hydrated lime and guar gum stabilisation on the mechanical, thermal and hygroscopic behaviour of a Ligurian earth material. Construction and Building Materials, 439, 137258. https://doi.org/10.1016/j.conbuildmat.2024.137258 [33] Liu, J., Shi, B., Jiang, H., Huang, H., Wang, G., & Kamai, T. (2010). Research on the stabilization treatment of clay slope topsoil by organic polymer soil stabilizer. Engineering Geology, 117(1–2), 114–120. https://doi.org/10.1016/j.enggeo.2010.10.011 [34] Luan, Y., Ma, X., Ma, Y., Liu, X., Jiang, S., & Zhang, J. (2023). Research on strength improvement and stabilization mechanism of organic polymer stabilizer for clay soil of subgrade. Case Studies in Construction Materials, 19, e02397. https://doi.org/10.1016/j.cscm.2023.e02397 [35] Ayub, F., a, Khan, S. A., University of Manchester, Sharda University, & Jamia Millia Islamia. (2023). An overview of geopolymer composites for stabilization of soft soils. In Construction and Building Materials (Vol. 404, p. 133195) [Review]. https://doi.org/10.1016/j.conbuildmat.2023.133195 [36] Yan, X., Xu, Q., Dong, S., Sun, Y., Ma, L., He, X., Hai, C., & Zhou, Y. (2024). Improved stabilization of loess soil using magnesium oxysulfate cement-based ecological composite binder. Construction and Building Materials, 445, 137865. https://doi.org/10.1016/j.conbuildmat.2024.137865 [37] Gowthaman, S., Nakashima, K., & Kawasaki, S. (2020). Freeze-thaw durability and shear responses of cemented slope soil treated by microbial induced carbonate precipitation. SOILS AND FOUNDATIONS, 60(4), 840–855. https://doi.org/10.1016/j.sandf.2020.05.012 [38] Landlin, G., & Bhuvaneshwari, S. (2023). TEMPORARY REMOVAL: Cyclic swell shrink behaviour of lime and lignosulphonate amended expansive soil—An experimental quantification and comparison. Geomechanics for Energy and the Environment, 38, 100440. https://doi.org/10.1016/j.gete.2023.100440 [39] Ijaz, N., Dai, F., & Rehman, Z. U. (2020). Paper and wood industry waste as a sustainable solution for environmental vulnerabilities of expansive soil: A novel approach. Journal of Environmental Management, 262, 110285. https://doi.org/10.1016/j.jenvman.2020.110285 [40] Stabilization of collapsible soils with nanomaterials, fibers, polymers, industrial waste, and microbes: Current trends. (2023). In Construction and Building Materials (Vol. 368, p. 130463). https://doi.org/10.1016/j.conbuildmat.2023.130463 [41] De Oña, J., Ferrer, A., & Osorio, F. (2011). Erosion and vegetation cover in road slopes hydroseeded with sewage sludge. Transportation Research Part D Transport and Environment, 16(6), 465–468. https://doi.org/10.1016/j.trd.2011.04.002 [42] Donn, S., Wheatley, R. E., McKenzie, B. M., Loades, K. W., & Hallett, P. D. (2014). Improved soil fertility from compost amendment increases root growth and reinforcement of surface soil on slopes. Ecological Engineering, 71, 458–465. https://doi.org/10.1016/j.ecoleng.2014.07.066 [43] Burylo, M., Hudek, C., & Rey, F. (2010). Soil reinforcement by the roots of six dominant species on eroded mountainous marly slopes (Southern Alps, France). CATENA, 84(1–2), 70–78. https://doi.org/10.1016/j.catena.2010.09.007 [44] Vanneschi, C., Eyre, M., Francioni, M., & Coggan, J. (2017). The use of remote sensing techniques for monitoring and characterization of slope instability. Procedia Engineering, 191, 150–157. https://doi.org/10.1016/j.proeng.2017.05.166 [45] Francioni, M., Salvini, R., Stead, D., Giovannini, R., Riccucci, S., Vanneschi, C., & Gullì, D. (2015). An integrated remote sensing-GIS approach for the analysis of an open pit in the Carrara marble district, Italy: Slope stability assessment through kinematic and numerical methods. Computers and Geotechnics, 67, 46–63. https://doi.org/10.1016/j.compgeo.2015.02.009 [46] Banne, S. P., Dhawale, A. W., Patil, R. B., Girase, M., Kulkarni, C., Dake, M., & Khan, S. (2024). Slope stability Analysis of xanthan Gum biopolymer treated laterite soil using Plaxis Limit Equilibrium Method (PLAXIS LE). KSCE Journal of Civil Engineering, 28(4), 1205–1216. https://doi.org/10.1007/s12205-024-0553-2 [47] Wang, Z., & Lin, M. (2021). Finite Element Analysis Method of Slope Stability based on Fuzzy Statistics. Earth Sciences Research Journal, 25(1), 123–130. https://doi.org/10.15446/esrj.v25n1.93320 [48] Sun, X., Chen, G., Yang, X., Xu, Z., Yang, J., Lin, Z., & Liu, Y. (2023). A process-oriented approach for identifying potential landslides considering time-dependent behaviors beyond geomorphological features. Journal of Rock Mechanics and Geotechnical Engineering, 16(3), 961–978. https://doi.org/10.1016/j.jrmge.2023.05.014
Copyright © 2025 Amritha M, Chithra S. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Paper Id : IJRASET72765
Publish Date : 2025-06-24
ISSN : 2321-9653
Publisher Name : IJRASET
DOI Link : Click Here