Citation: | Yingzi Xu, Xuhang Liao, Linqiang Tang, Lin Li. Field Study of HPTRM Combined with Vegetation and Anchor to Protect Newly Excavated Expansive Soil Slope. Journal of Earth Science, 2024, 35(4): 1277-1288. doi: 10.1007/s12583-021-1570-4 |
Anchor reinforced vegetation system (ARVS) comprises high performance turf reinforcement mats (HPTRM), vegetation and anchors. It is a new attempt to apply the system in expansive soil slope protection. The goal of this paper was to evaluate the effectiveness of ARVS in protecting newly excavated expansive soil slopes. The field tests on the bare slope, grassed slope and ARVS protective slope were carried out, including natural and artificial rainfall. During the test, the soil water content, soil deformation, and anchor axial force were monitored, and then the slope protection mechanism of ARVS was analyzed. It was found that ARVS can effectively protect expansive soil slopes compared with bare slopes and grassed slopes. The vegetation and HPTRM form a reinforced turf, and the anchors fix it to the slope surface, thus restraining the expansion deformation. The axial force on the anchor of ARVS includes frictional resistance and tensile force transmitted by HPTRM, which is maximum at the early stage of support. The neutral point of the anchor of ARVS moves deeper under atmospheric action, but the vegetation and HPTRM on the slope surface can limit this movement.
Al-Omari, R. R., Fattah, M. Y., Ali, H. A., 2016. Treatment of Soil Swelling Using Geogrid Reinforced Columns. Italian Journal of Geosciences, 135(1): 83–94. https://doi.org/10.3301/ijg.2014.54 |
Bao, C. G., 2004. Behavior of Unsaturated Soil and Stability of Expansive Soil Slope. Chinese Journal of Geotechnical Engineering, 26(1): 1–15 (in Chinese with English Abstract) |
Cheng, Z. L., 2015. Expansive Soil Slope. Science Press, Beijing. 153–154 (in Chinese) |
GB 50112-2013, 2012. Ministry of Housing and Urban-Rural Development of the People's Republic of China, Technical Code for Buildings in Expansive Soil Regions. China Architecture & Building Press, Beijing (in Chinese) |
Heller, V., 2011. Scale Effects in Physical Hydraulic Engineering Models. Journal of Hydraulic Research, 49(3): 293–306. https://doi.org/10.1080/00221686.2011.578914 |
Hou, T. S., Xu, G. L., Shen, Y. J., et al., 2013. Formation Mechanism and Stability Analysis of the Houba Expansive Soil Landslide. Engineering Geology, 161: 34–43. https://doi.org/10.1016/j.enggeo.2013.04.010 |
Huang, M. H., Zhao, M. H., Chen, C. F., 2018. Influence of Anchorage Length on Stress in Anchor and Its Critical Value Calculation. Rock and Soil Mechanics, 39(11): 4033–4041 (in Chinese with English Abstract) |
Indraratna, B., Hussaini, S. K. K., Vinod, J. S., 2013. The Lateral Displacement Response of Geogrid-Reinforced Ballast under Cyclic Loading. Geotextiles and Geomembranes, 39: 20–29. https://doi.org/10.1016/j.geotexmem.2013.07.007 |
James, J., Vijayasimhan, S., Srinivasan, H., et al., 2019. A Comparative Laboratory Investigation into the Role of Geosynthetics in the Initial Swell Control of an Expansive Soil. Civil and Environmental Engineering Reports, 29(4): 18–40. https://doi.org/10.2478/ceer-2019-0042 |
Kang, C. Y., 2015. Erosion Text Study on the Expansive Rock Slope in Nanning Strengthened by the High Performance Turf Reinforcement Mat: [Dissertation]. Guangxi University, Nanning (in Chinese with English Abstract) |
Lei, W. K., Dong, H. Y., Chen, P., et al., 2020. Study on Runoff and Infiltration for Expansive Soil Slopes in Simulated Rainfall. Water, 12(1): 222. https://doi.org/10.3390/w12010222 |
Li, L., Yuan, S. Y., Amini, F., et al., 2015. Numerical Study of Combined Wave Overtopping and Storm Surge Overflow of HPTRM Strengthened Levee. Ocean Engineering, 97: 1–11. https://doi.org/10.1016/j.oceaneng.2015.01.005 |
Li, X. W., Kong, L. W., Guo, A. G., 2010. Field Test on Simulating Frame Anchor System in Expansive Soil Slope. Rock and Soil Mechanics, 31(S2): 125–130 (in Chinese with English Abstract) |
Liu, S. H., Bai, F. Q., Wang, Y. S., et al., 2013. Treatment for Expansive Soil Channel Slope with Soilbags. Journal of Aerospace Engineering, 26(4): 657–666. https://doi.org/10.1061/(asce)as.1943-5525.0000198 |
Liu, S. H., Lu, Y., Weng, L. P., et al., 2015. Field Study of Treatment for Expansive Soil/Rock Channel Slope with Soilbags. Geotextiles and Geomembranes, 43(4): 283–292. https://doi.org/10.1016/j.geotexmem.2015.04.004 |
Morsy, A. M., Zornberg, J. G., Han, J., et al., 2019. A New Generation of Soil-Geosynthetic Interaction Experimentation. Geotextiles and Geomembranes, 47(4): 459–476. https://doi.org/10.1016/j.geotexmem.2019.04.001 |
Ng, C. W. W., Zhan, L. T., Bao, C. G., et al., 2003. Performance of an Unsaturated Expansive Soil Slope Subjected to Artificial Rainfall Infiltration. Géotechnique, 53(2): 143–157. https://doi.org/10.1680/geot.53.2.143.37272 |
Pan, Y., Chen, Y. P., Zhang, T. X., et al., 2017. Laboratory Study on Erosion of Vegetated HPTRM System under High-Speed Open-Channel Flow. Journal of Waterway, Port, Coastal, and Ocean Engineering, 144(1): 04017038. https://doi.org/10.1061/(asce)ww.1943-5460.0000426 |
Pan, Y., Li, L., Amini, F., et al., 2015. Overtopping Erosion and Failure Mechanism of Earthen Levee Strengthened by Vegetated HPTRM System. Ocean Engineering, 96: 139–148. https://doi.org/10.1016/j.oceaneng.2014.12.012 |
Pei, P., Zhao, Y. L., Ni, P. P., et al., 2020. A Protective Measure for Expansive Soil Slopes Based on Moisture Content Control. Engineering Geology, 269: 105527. https://doi.org/10.1016/j.enggeo.2020.105527 |
Pei, S, R., 2014. The Test of New Anchored Reinforced System Strengthening Nanning Expansive Rock: [Dissertation]. Guangxi University, Nanning (in Chinese with English Abstract) |
Selvakumar, S., Soundara, B., 2019. Swelling Behaviour of Expansive Soils with Recycled Geofoam Granules Column Inclusion. Geotextiles and Geomembranes, 47(1): 1–11. https://doi.org/10.1016/j.geotexmem.2018.08.007 |
Sun, C., Tang, C. S., Cheng, Q., et al., 2022. Stability of Soil Slope under Soil-Atmosphere Interaction. Earth Science, 47(10): 3701–3722 (in Chinese with English Abstract) |
Tan, H. M., Chen, F. M., Chen, J., et al., 2019. Direct Shear Tests of Shear Strength of Soils Reinforced by Geomats and Plant Roots. Geotextiles and Geomembranes, 47(6): 780–791. https://doi.org/10.1016/j.geotexmem.2019.103491 |
Wang, G. Y., Huang, Y. G., Li, R. F., et al., 2020. Influence of Vetiver Root on Strength of Expansive Soil-Experimental Study. PLoS One, 15(12): e0244818. https://doi.org/10.1371/journal.pone.0244818 |
Wang, J. D., Gu, T. F., Xu, Y. J., 2016. Field Tests of Expansive Soil Embankment Slope Deformation under the Effect of the Rainfall Evaporation Cycle. Applied Ecology and Environmental Research, 15(3): 343–357. https://doi.org/10.15666/aeer/1503_343357 |
Wang, L. J., Liu, S. H., Zhou, B., 2015. Experimental Study on the Inclusion of Soilbags in Retaining Walls Constructed in Expansive Soils. Geotextiles and Geomembranes, 43(1): 89–96. https://doi.org/10.1016/j.geotexmem.2014.11.002 |
Wang, Y. Q., Liu, K., Li, X., et al., 2019. Experimental and Upper-Bound Study of the Influence of Soilbag Tail Length on the Reinforcement Effect in Soil Slopes. Geotextiles and Geomembranes, 47(5): 610–617. https://doi.org/10.1016/j.geotexmem.2019.103460 |
Wu, L. Z, Huang, R. Q., 2005. Study on Suction and Saturation of Excavated Expansive Soil Slope. Chinese Journal of Geotechnical Engineering, 27(8): 970–973 (in Chinese with English Abstract) doi: 10.3321/j.issn:1000-4548.2005.08.022 |
Xian, S. H., 2016. Research on the Protective Effect of Anchored Reinforced Vegetation System on Expansive Soil Slope Surface: [Dissertation]. Guangxi University, Nanning (in Chinese with English Abstract) |
Xian, S. H., Xu, Y. Z., Yao, H. L., et al., 2017. Model Test Study of Constraint to Deformation of Expansive Soil by Anchor Reinforced Vegetation System. Rock and Soil Mechanics, 38(S1): 158–166 (in Chinese with English Abstract) |
Xiao, H. L., Zhang, J. F., 2005. A Study on Erosion Resistance and Seeding Test of Three Dimensional Geomat. Highway, (4): 163–166 (in Chinese with English Abstract) |
Xiao, J., Yang, H. P., Zhang, J. H., et al., 2018. Surficial Failure of Expansive Soil Cutting Slope and Its Flexible Support Treatment Technology. Advances in Civil Engineering, 2018: 1609608. https://doi.org/10.1155/2018/1609608 |
Xie, C. R., Ni, P. P., Xu, M. J., et al., 2020. Combined Measure of Geometry Optimization and Vegetation for Expansive Soil Slopes. Computers and Geotechnics, 123: 103588. https://doi.org/10.1016/j.compgeo.2020.103588 |
Xu, P., Hatami, K., 2019. Sliding Stability and Lateral Displacement Analysis of Reinforced Soil Retaining Walls. Geotextiles and Geomembranes, 47(4): 483–492. https://doi.org/10.1016/j.geotexmem.2019.03.004 |
Xu, Y. Z., Li, L., Amini, F., 2012. Slope Stability Analysis of Earthen Levee Strengthened by High Performance Turf Reinforcement Mat under Hurricane Overtopping Flow Conditions. Geotechnical and Geological Engineering, 30(4): 893–905. https://doi.org/10.1007/s10706-012-9511-8 |
Xu, Y. Z., Xian, S. H., Pei, P. S., 2015. Mechanism of New Anchored Reinforced Vegetation System for Strengthening Swelling Rock and Soil Slope. In: Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils, 2015, Guilin. 839–843. |
Yuan, S. Y., Li, L., Amini, F., et al., 2013. Numerical Study of Turbulence and Erosion of an HPTRM-Strengthened Levee under Combined Storm Surge Overflow and Wave Overtopping. Journal of Coastal Research, 30(1): 142–157. https://doi.org/10.2112/jcoastres-d-12-00250.1 |
Yuan, S. Y., Tang, H. W., Li, L., et al., 2015. Combined Wave and Surge Overtopping Erosion Failure Model of HPTRM Levees: Accounting for Grass-Mat Strength. Ocean Engineering, 109: 256–269. https://doi.org/10.1016/j.oceaneng.2015.09.005 |
Zhang, R., Long, M. X., Lan, T., et al., 2020. Stability Analysis Method of Geogrid Reinforced Expansive Soil Slopes and Its Engineering Application. Journal of Central South University, 27(7): 1965–1980. https://doi.org/10.1007/s11771-020-4423-x |
Zou, H., Jia, L., Zheng L. L., et al., 2023. Regional Hillslope Stability Analysis under Rainfall Based on Characterization of Overburden Soil Layer Thickness. Earth Science. (2023-06-27) |