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

Yingzi Xu, Xuhang Liao, Linqiang Tang, Lin Li

Journal of Earth Science ›› 2024, Vol. 35 ›› Issue (4) : 1277-1288.

Journal of Earth Science All Journals
Journal of Earth Science ›› 2024, Vol. 35 ›› Issue (4) : 1277-1288. DOI: 10.1007/s12583-021-1570-4
Article

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

Author information +
History +

Abstract

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.

Keywords

expansive soil slope / anchor reinforced vegetation system / high performance turf reinforcement mats / field test / slope protection

Cite this article

Download 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 https://doi.org/10.1007/s12583-021-1570-4
This is a preview of subscription content, contact us for subscripton.

References

Al-Omari R R, Fattah M Y, Ali H A. Treatment of Soil Swelling Using Geogrid Reinforced Columns. Italian Journal of Geosciences, 2016, 135(1): 83-94.
CrossRef Google scholar
Bao C G. Behavior of Unsaturated Soil and Stability of Expansive Soil Slope. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 1-15. (in Chinese with English Abstract)
Cheng Z L. Expansive Soil Slope, 2015, Beijing: Science Press, 153-154. (in Chinese)
GB 50112-2013 Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical Code for Buildings in Expansive Soil Regions, 2012, Beijing: China Architecture & Building Press (in Chinese)
Heller V. Scale Effects in Physical Hydraulic Engineering Models. Journal of Hydraulic Research, 2011, 49(3): 293-306.
CrossRef Google scholar
Hou T S, Xu G L, Shen Y J, . Formation Mechanism and Stability Analysis of the Houba Expansive Soil Landslide. Engineering Geology, 2013, 161: 34-43.
CrossRef Google scholar
Huang M H, Zhao M H, Chen C F. Influence of Anchorage Length on Stress in Anchor and Its Critical Value Calculation. Rock and Soil Mechanics, 2018, 39(11): 4033-4041. (in Chinese with English Abstract)
Indraratna B, Hussaini S K K, Vinod J S. The Lateral Displacement Response of Geogrid-Reinforced Ballast under Cyclic Loading. Geotextiles and Geomembranes, 2013, 39: 20-29.
CrossRef Google scholar
James J, Vijayasimhan S, Srinivasan H, . A Comparative Laboratory Investigation into the Role of Geosynthetics in the Initial Swell Control of an Expansive Soil. Civil and Environmental Engineering Reports, 2019, 29(4): 18-40.
CrossRef Google scholar
Kang C Y. Erosion Text Study on the Expansive Rock Slope in Nanning Strengthened by the High Performance Turf Reinforcement Mat, 2015, Nanning: Guangxi University (in Chinese with English Abstract)
Lei W K, Dong H Y, Chen P, . Study on Runoff and Infiltration for Expansive Soil Slopes in Simulated Rainfall. Water, 2020, 12(1): 222
CrossRef Google scholar
Li L, Yuan S Y, Amini F, . Numerical Study of Combined Wave Overtopping and Storm Surge Overflow of HPTRM Strengthened Levee. Ocean Engineering, 2015, 97: 1-11.
CrossRef Google scholar
Li X W, Kong L W, Guo A G. Field Test on Simulating Frame Anchor System in Expansive Soil Slope. Rock and Soil Mechanics, 2010, 31(S2): 125-130. (in Chinese with English Abstract)
Liu S H, Bai F Q, Wang Y S, . Treatment for Expansive Soil Channel Slope with Soilbags. Journal of Aerospace Engineering, 2013, 26(4): 657-666.
CrossRef Google scholar
Liu S H, Lu Y, Weng L P, . Field Study of Treatment for Expansive Soil/Rock Channel Slope with Soilbags. Geotextiles and Geomembranes, 2015, 43(4): 283-292.
CrossRef Google scholar
Morsy A M, Zornberg J G, Han J, . A New Generation of Soil-Geosynthetic Interaction Experimentation. Geotextiles and Geomembranes, 2019, 47(4): 459-476.
CrossRef Google scholar
Ng C W W, Zhan L T, Bao C G, . Performance of an Unsaturated Expansive Soil Slope Subjected to Artificial Rainfall Infiltration. Géotechnique, 2003, 53(2): 143-157.
CrossRef Google scholar
Pan Y, Chen Y P, Zhang T X, . Laboratory Study on Erosion of Vegetated HPTRM System under High-Speed Open-Channel Flow. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2017, 144(1): 04017038
CrossRef Google scholar
Pan Y, Li L, Amini F, . Overtopping Erosion and Failure Mechanism of Earthen Levee Strengthened by Vegetated HPTRM System. Ocean Engineering, 2015, 96 139-148.
CrossRef Google scholar
Pei P, Zhao Y L, Ni P P, . A Protective Measure for Expansive Soil Slopes Based on Moisture Content Control. Engineering Geology, 2020, 269 105527
CrossRef Google scholar
Pei S R. The Test of New Anchored Reinforced System Strengthening Nanning Expansive Rock, 2014, Nanning: Guangxi University (in Chinese with English Abstract)
Selvakumar S, Soundara B. Swelling Behaviour of Expansive Soils with Recycled Geofoam Granules Column Inclusion. Geotextiles and Geomembranes, 2019, 47(1): 1-11.
CrossRef Google scholar
Sun C, Tang C S, Cheng Q, . Stability of Soil Slope under Soil-Atmosphere Interaction. Earth Science, 2022, 47(10): 3701-3722. (in Chinese with English Abstract)
Tan H M, Chen F M, Chen J, . Direct Shear Tests of Shear Strength of Soils Reinforced by Geomats and Plant Roots. Geotextiles and Geomembranes, 2019, 47(6): 780-791.
CrossRef Google scholar
Wang G Y, Huang Y G, Li R F, . Influence of Vetiver Root on Strength of Expansive Soil-Experimental Study. PLoS One, 2020, 15(12): e0244818
CrossRef Google scholar
Wang J D, Gu T F, Xu Y J. Field Tests of Expansive Soil Embankment Slope Deformation under the Effect of the Rainfall Evaporation Cycle. Applied Ecology and Environmental Research, 2016, 15 3 343-357.
CrossRef Google scholar
Wang L J, Liu S H, Zhou B. Experimental Study on the Inclusion of Soilbags in Retaining Walls Constructed in Expansive Soils. Geotextiles and Geomembranes, 2015, 43(1): 89-96.
CrossRef Google scholar
Wang Y Q, Liu K, Li X, . Experimental and Upper-Bound Study of the Influence of Soilbag Tail Length on the Reinforcement Effect in Soil Slopes. Geotextiles and Geomembranes, 2019, 47(5): 610-617.
CrossRef Google scholar
Wu L Z, Huang R Q. Study on Suction and Saturation of Excavated Expansive Soil Slope. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 970-973. (in Chinese with English Abstract)
Xian S H. Research on the Protective Effect of Anchored Reinforced Vegetation System on Expansive Soil Slope Surface, 2016, Nanning: Guangxi University (in Chinese with English Abstract)
Xian S H, Xu Y Z, Yao H L, . Model Test Study of Constraint to Deformation of Expansive Soil by Anchor Reinforced Vegetation System. Rock and Soil Mechanics, 2017, 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, . Surficial Failure of Expansive Soil Cutting Slope and Its Flexible Support Treatment Technology. Advances in Civil Engineering, 2018, 2018 1609608
CrossRef Google scholar
Xie C R, Ni P P, Xu M J, . Combined Measure of Geometry Optimization and Vegetation for Expansive Soil Slopes. Computers and Geotechnics, 2020, 123 103588
CrossRef Google scholar
Xu P, Hatami K. Sliding Stability and Lateral Displacement Analysis of Reinforced Soil Retaining Walls. Geotextiles and Geomembranes, 2019, 47(4): 483-492.
CrossRef Google scholar
Xu Y Z, Li L, Amini F. Slope Stability Analysis of Earthen Levee Strengthened by High Performance Turf Reinforcement Mat under Hurricane Overtopping Flow Conditions. Geotechnical and Geological Engineering, 2012, 30(4): 893-905.
CrossRef Google scholar
Xu Y Z, Xian S H, Pei P S. Mechanism of New Anchored Reinforced Vegetation System for Strengthening Swelling Rock and Soil Slope. Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils, 2015, Guilin, 2015 839-843.
Yuan S Y, Li L, Amini F, . Numerical Study of Turbulence and Erosion of an HPTRM-Strengthened Levee under Combined Storm Surge Overflow and Wave Overtopping. Journal of Coastal Research, 2013, 30(1): 142-157.
CrossRef Google scholar
Yuan S Y, Tang H W, Li L, . Combined Wave and Surge Overtopping Erosion Failure Model of HPTRM Levees: Accounting for Grass-Mat Strength. Ocean Engineering, 2015, 109: 256-269.
CrossRef Google scholar
Zhang R, Long M X, Lan T, . Stability Analysis Method of Geogrid Reinforced Expansive Soil Slopes and Its Engineering Application. Journal of Central South University, 2020, 27(7): 1965-1980.
CrossRef Google scholar
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)

73

Accesses

0

Citations

Detail

Sections
Recommended

/