Rainwater infiltration will significantly increase the pore water pressure of shallow soil, thus reducing the stability of slope soil. In order to study the migration law of rainwater infiltration wetting front of vegetated slopes, the law of rainfall infiltration was analyzed by using the data of in field monitoring test of slopes. Meanwhile, a vegetated slope infiltration model was established, and the changes in the pore pressure and saturation of the idealized root system on the slope under different rainfall were investigated and analyzed. We found that medium to heavy rainfall (>10 mm/d) can change the shallow water content of vegetated slopes, and light rainfall cannot change the water content; the change in water content of vegetated slopes is less than that of unvegetated slopes under long-duration rainfall, and more than that of unvegetated slopes under short duration rainfall; the change in water content of Ligustrum quihoui Carr. L. shrub slopes are smaller than that of Nerium oleander L. shrub slopes, which has a better effect of slope; under short duration rainfall, the permeability coefficient of root consolidation zone of the vegetated slope is large, the rainwater infiltration speed is fast and it is not easy to cause shallow landslides; with the increase of rainfall time, the plant root system provides a good pore channel, the depth of sudden change of pore pressure of vegetated slope is smaller than that of unvegetated slope. The results of this study provide a reference and analytical basis for vegetated slopes of road graben under rainfall.

Introduction Soil mass instability on steep slopes presents significant challenges for erosion control and soil stabilization, requiring the development of biodegradable geotextile alternatives. This study aimed to evaluate the resistance of geotextiles produced from Syagrus coronata (Mart.) Becc. fibers, treated with waterproofing resin, subjected to the effects of exposure to degradation under environmental conditions.Methods Geotextile samples were exposed to solar radiation, rain, wind, and soil microorganisms; mechanical behavior was assessed via tensile strength and static puncture tests, supplemented by scanning electron microscopy. Statistical analyses, including ANOVA-RM and regression models, were applied to discern the effects of exposure time and resin treatments on the fibers' performance.Results and discussion Key findings indicate that a single-layer resin treatment significantly prolongs the mechanical viability of the fibers over 120 days, maintaining higher ultimate tensile strength compared to untreated or double-layer-treated fibers. Although double-layer resin provided an initially higher tensile resistance, it accelerated structural failures beyond 90 days, while untreated fibers were nonviable after 60 days. These results highlight a trade-off between stiffness and durability, evidencing that a single-layer resin application delivers an optimal balance of mechanical resilience and flexibility. These findings suggest that a single-layer resin treatment provides a balance between durability and mechanical performance, making it a suitable choice for eco-friendly geotextile applications. Properly treated Syagrus coronata fibers emerge as an economical and sustainable alternative for geotextiles, offering greater durability and contributing to improving slope stabilization and erosion control in environmental conditions of recovery and revegetation of degraded areas.

Landslide mitigation is one of the major challenges occurring in hilly and mountainous regions worldwide. Various civil construction-based options, such as constructing walls and making fences using wires and metallic mesh, are regularly employed in attempts to reduce the hazard, but these measures are temporary solutions to stop the movement of unstable soil. The problem of unstable soils could be solved by increasing the vegetation on the hilltops and mountains where soil erosion and mass movements are predominant. A bioengineering approach could resolve this problem in a sustainable way and without damaging the environment. Various methods and approaches have been adopted worldwide for landslide mitigation and are discussed and critically analyzed in this article. The effectiveness of bamboo plantations on the hilltops and the use of specific species as determined by the soil characteristics are discussed and elaborated. Some research gaps in the existing bioengineering aspects and scope of research are highlighted for further improvement and refinement.

An increase in precipitation due to climate change has given rise to the number of landslide occurrences. Vetiver, which is a perennial grass, is becoming increasingly popular all over the world as a vegetation-based soil bioengineering tool for preventing landslides. Sunshine Vetiver grass, also known as Chrysopogon zizanioides is noninvasive and does not compete with other indigenous plants growing in the area. Even though it is a tropical grass, Vetiver can grow in a wide range of climate conditions, including those that are quite harsh in terms of both soil and climate. The roots can grow up to 3 m in length in a dense bushy root network under optimal conditions. In this review, the authors have studied the impact of Vetiver on landslide mitigation as a climate-adaptive slope repair tool based on the research undertaken so far. Furthermore, the authors have addressed the future potential and constraints associated with the use of Vetiver for landslide mitigation. It is seen that the use of Vetiver reduces pore water pressure. The high tensile strength of Vetiver roots provides reinforcement for slopes and enhances soil shear strength. Vetiver increases saturated hydraulic conductivity and reduces surface runoff and slip surface depth. Being a vegetation-based climate-adaptive technology, this grass exhibits great promise in its ability to effectively address landslide problems. However, the magnitude of the root impact diminishes as the depth increases, rendering Vetiver a more promising remedy for shallow landslide occurrences. In addition, Vetiver grass has a wide range of practical uses due to its unique characteristics, which provide additional benefits. Employment of Vetiver is cost-effective compared with traditional engineering methods, and it requires less initial maintenance, which implies that community-based initiatives can effectively address landslide prevention through Vetiver implementation. Vetiver grass has a long bushy network of roots that can grow up to 3 m in length. The Sunshine Vetiver grass is not invasive and does not compete with indigenous plants. Although Vetiver is a tropical grass, this grass can survive in various climates and soil conditions. Vetiver is a vegetation-based climate-adaptive technology that can prevent slope failure and reduce surface runoff. Additionally, growing Vetiver can generate income for local communities because the fragrant roots can be utilized in the extraction of essential oils for the perfume industry and from the manufacture and trade of other commodities derived from Vetiver. The grass's green leaves contribute to the aesthetic appeal of the landscape. Implementing Vetiver on slopes does not require heavy machinery and is cost-effective compared with traditional engineering methods. It also requires less initial maintenance, making it an ideal solution for community-based initiatives aiming to address slope failure prevention through Vetiver implementation.