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Volume 35 Issue 4
Aug 2024
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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
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

Field Study of HPTRM Combined with Vegetation and Anchor to Protect Newly Excavated Expansive Soil Slope

doi: 10.1007/s12583-021-1570-4
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  • Corresponding author: Yingzi Xu, xuyingzi@gxu.edu.cn
  • Received Date: 14 Jun 2021
  • Accepted Date: 24 Oct 2021
  • Available Online: 16 Aug 2024
  • Issue Publish Date: 30 Aug 2024
  • 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.

     

  • Conflict of Interest
    The authors declare that they have no conflict of interest.
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  • 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. https://doi.org/10.1201/b19248-140
    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)http://kns.cnki.net/kcms/detail/42.1874.P.20230626.1828.004.html (in Chinese with English Abstract)
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