Study on Soil Stabilization and Slope Protection Effects of Different Plants on Fully Weathered Granite Backfill Slopes

Author:

Liao Yongyan12,Li Hua3,Gao Kai12,Ni Songyan4,Li Yanqing5,Chen Gang12,Kong Zhigang12

Affiliation:

1. Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China

2. Key Laboratory of Geohazard Forecast and Geoecological Restoration in Plateau Mountainous Area, Ministry of Natural Resources of China (MNR), Kunming 650093, China

3. Kunming Coal Design and Research Institute Co., Ltd., Kunming 650011, China

4. Zhejiang Geology and Mineral Survey Institute Co., Ltd., Hangzhou 310063, China

5. Yunnan Provincial Traffic Safety Coordination Center, Department of Transport of Yunnan Province, Kunming 650031, China

Abstract

The slope erosion in the distribution area of completely weathered granite is often relatively severe, causing serious ecological damage and property loss. Ecological restoration is the most effective means of soil erosion control. Taking completely weathered granite backfill soil as the research object, two types of slope protection plants, Vetiver grass and Pennisetum hydridum, were selected. We analyzed these two herbaceous plants’ soil reinforcement and slope protection effects through artificial planting experiments, indoor simulated rainfall experiments, and direct shear tests. The test results showed that the runoff and sediment production rates of the two herbaceous plant slopes were significantly lower than those of the bare slope, with the order of bare slope > Vetiver grass slope > Pennisetum hydridum slope. Compared with the bare slope, the cumulative sediment production of the Vetiver grass slope at 60 min decreased by 56.73–60.09%, and the Pennisetum hydridum slope decreased by 75.97–78.45%. The indoor direct shear test results showed that soil cohesion decreases with increasing water content. As the root content of Vetiver grass roots increases, soil cohesion first increases and then decreases, reaching a maximum value when the root content is 1.44%. As the root content of Pennisetum hydridum increases, soil cohesion increases. The internal friction angle increases slightly with increasing water content, while the root content does not significantly affect the internal friction angle. Therefore, the shear strength of soil decreases when the water content increases. The shear strength of the Vetiver grass root-soil composite reaches a peak at a root content of 1.44%, while the shear strength of the giant king grass root-soil composite increases as the root content increases. At the same root content, the shear strength of the Vetiver grass root-soil composite is slightly higher than that of giant king grass. The reinforcement effect of roots on shallow soil is better than on deep soil. Both herbaceous plants have an excellent soil-fixing and slope-protecting impact on the fully weathered granite backfill slope. Pennisetum hydridum’s soil and water conservation effect is significantly better than that of the Vetiver grass. In contrast, Vetiver grass roots slightly outperform Pennisetum hydridum in enhancing the shear strength of the soil. The research results can provide a theoretical basis for the vegetation slope protection treatment of fully weathered granite backfill slopes.

Funder

science and technology development project of Power China, Sinohydro Foundation Engineering Co., Ltd.

scientific and technological development project of Southwest Pipeline Co., Ltd.

Key Research and Development Plan of Yunnan Province

Publisher

MDPI AG

Reference41 articles.

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5. Chen, J., Lei, X.W., Zhang, H.L., Lin, Z., Wang, H., and Hu, W. (2021). Laboratory model test study of the hydrological effect on granite residual soil slopes considering different vegetation types. Sci. Rep., 11.

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