作者
Usama Ayub
文章摘要
This study investigates the influence of vegetation growth period on the drained mechanical behaviour of loess reinforced with Medicago sativa L (Alfalfa). Loess specimens were cultivated for 30, 60, and 90 days and tested using consolidated drained triaxial compression under effective confining pressures of 50, 75, and 100 kPa. Results show that progressive root development significantly enhances shear strength and reduces volumetric contraction. At = 50 kPa, peak deviatoric stress increased from 103.29 kPa (unreinforced) to 164.57 kPa at 90 days, corresponding to a strength gain of approximately 60%, while volumetric contraction decreased by about 31%. The results demonstrate that vegetation-induced stabilization of loess evolves progressively with root development and must be incorporated into engineering evaluations as a growth-period- and stress-dependent reinforcement mechanism.
文章关键词
loess; root reinforcement; triaxial test; vegetation growth period; soil-root interaction
参考文献
[1] Li,Y.,Y.Wang,and A.Aydin,Loess structure:Evolution and a scale-based classification.Earth-Science Reviews,2024.249:p.104665.
[2] Xu,L.,et al.,The critical states of saturated loess soils.Engineering Geology,2022.307:p.106776.
[3] Zhuang,J.,et al.,Distribution and characteristics of landslide in Loess Plateau:A case study in Shaanxi province.Engineering Geology,2018.236:p.89-96.
[4] Shi,J.,et al.,Analysis of the causes of large-scale loess landslides in Baoji,China.Geomorphology,2016.264:p.109-117.
[5] Guo,Z.,et al.,Landslide susceptibility mapping in the Loess Plateau of northwest China using three data-driven techniques-a case study from middle Yellow River catchment.Frontiers in Earth Science,2023.10:p.1033085.
[6] Gu,C.,et al.,Influence of vegetation restoration on soil physical properties in the Loess Plateau,China.Journal of Soils and Sediments,2019.19(2):p.716-728.
[7] Capobianco,V.,et al.Wetting-induced collapse behaviour of a natural and vegetated coarse pyroclastic soil.in E3S Web of Conferences.2020.EDP Sciences.
[8] Tian,P.,et al.,Response of soil erosion to vegetation restoration and terracing on the Loess Plateau.Catena,2023.227:p.107103.
[9] Alam,M.,et al.,Influence of drainage and root biomass on soil mechanical behavior in triaxial tests.Acta Geotechnica,2022.17(7):p.2875-2893.
[10] Foresta,V.,V.Capobianco,and L.Cascini,Influence of grass roots on shear strength of pyroclastic soils.Canadian Geotechnical Journal,2020.57(9):p.1320-1334.
[11] Waldron,L.,The shear resistance of root‐permeated homogeneous and stratified soil.Soil Science Society of America Journal,1977.41(5):p.843-849.
[12] Waldron,L.,S.Dakessian,and J.Nemson,Shear resistance enhancement of 1.22‐meter diameter soil cross sections by pine and alfalfa roots.Soil Science Society of America Journal,1983.47(1):p.9-14.
[13] Day,R.W.,Surficial slope failure:a case study.Journal of performance of constructed facilities,1993.7(4):p.264-269.
[14] Cazzuffi,D.and E.Crippa.Shear strength behaviour of cohesive soils reinforced with vegetation.in Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering.2005.IOS Press.
[15] Wu,T.H.,Root reinforcement of soil:review of analytical models,test results,and applications to design.Canadian Geotechnical Journal,2013.50(3):p.259-274.
[16] Leung,A.K.,A.Garg,and C.W.W.Ng,Effects of plant roots on soil-water retention and induced suction in vegetated soil.Engineering Geology,2015.193:p.183-197.
[17] Yuan-jun,J.,et al.,Effect of root orientation on the strength characteristics of loess in drained and undrained triaxial tests.Engineering Geology,2022.296:p.106459.
[18] Zhang,C.-B.,et al.,Triaxial compression test of soil–root composites to evaluate influence of roots on soil shear strength.Ecological Engineering,2010.36(1):p.19-26.
[19] Lian,B.,et al.,Mechanical response of root-reinforced loess with various water contents.Soil and Tillage Research,2019.193:p.85-94.
[20] Jiang,Y.,et al.,Effect of root volume density on the mechanical behaviour of saturated sand under drained and undrained conditions.Acta Geotechnica,2025:p.1-25.
[21] Ali,F.H.and N.Osman,Shear strength of a soil containing vegetation roots.Soils and Foundations,2008.48(4):p.587-596.
[22] Hao,G.,et al.,Geometric distribution characteristics and mechanical reinforcement effect of herbaceous plant roots at different growth periods.Soil and Tillage Research,2023.229:p.105682.
[23] Yin,W.,et al.,The root reinforcement on the slope under the condition of colonization of various herbaceous plants.Heliyon,2024.10(17).
[24] Ghestem,M.,et al.,Influence of plant root system morphology and architectural traits on soil shear resistance.Plant and soil,2014.377(1):p.43-61.
[25] Mao,Z.,et al.,Mechanical traits of fine roots as a function of topology and anatomy.Annals of botany,2018.122(7):p.1103-1116.
[26] Pohl,M.,et al.,Functional traits and root morphology of alpine plants.Annals of Botany,2011.108(3):p.537-545.
[27] Potocka,I.and J.Szymanowska-Pułka,Morphological responses of plant roots to mechanical stress.Annals of botany,2018.122(5):p.711-723.
[28] Zhou,X.,et al.,The shear strength of root–soil composites in different growth periods and their effects on slope stability.Applied Sciences(2076-3417),2023.13(19).
[29] Wang,L.,et al.,Analysis of the slope failure mechanism a under tunnel erosion environment in the south-eastern Loess Plateau in China.Catena,2022.212:p.106039.
[30] Liu,J.and Z.Q.Yue,On clay contents of loess deposits at eight regions in Loess Plateau and Ili area,China.Journal of Rock Mechanics and Geotechnical Engineering,2025.
[31] Ma,J.,et al.,Soil properties under different ecological restoration modes for the quarry in Yanshan mountains of Hebei province,China.PeerJ,2022.10:p.e14359.
[32] Wang,X.,et al.,Research of unsaturated strength characteristics for root–soil composite under different water content conditions.Scientific Reports,2025.15(1):p.22516.
[33] Tamura,N.,et al.,Effectiveness of seed sowing techniques for sloped restoration sites.Restoration Ecology,2017.25(6):p.942-952.
[34] Robin,A.H.K.,et al.,Time course of root axis elongation and lateral root formation in perennial ryegrass(Lolium perenne L.).Plants,2021.10(8):p.1677.
[35] Ampadu,S.and F.Tatsuoka,Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear.Soils and Foundations,1993.33(2):p.14-34.
[36] Wei,Y.-z.,et al.,Microstructure of unsaturated loess and its influence on strength characteristics.Scientific Reports,2022.12(1):p.1502.
[37] Wang,H.,et al.,Experimental study on the mechanical properties of loess containing tectonic joints.Frontiers in Earth Science,2025.13:p.1512722.
[38] Wu,X.-J.,F.-N.Dang,and J.-Y.Li,Research on structural parameters of loess and its experimental determination method.Frontiers in Built Environment,2025.11:p.1529204.
[39] Dai,F.,C.Lee,and S.Wang,Stress-strain behaviour of a loosely-compacted volcanic-derived soil and its implications to landsliding.Chinese Journal of Geotechnical Engineering,1999.
[40] Esquivel-Díaz,R.F.and J.R.Compton,Effects of Strain Rate in Consolidated-undrained Triaxial Compression Tests of Cohesive Soils:Report 1:Vicksburg Silty Clay(CL).1970:Waterways Experiment Station.
[41] Svoboda,J.S.and J.S.McCartney.Shearing rate effects on dense sand and compacted clay.in Dynamic Behavior of Materials,Volume 1:Proceedings of the 2013 Annual Conference on Experimental and Applied Mechanics.2013.
Springer.
[42] Li,P.,S.Vanapalli,and T.Li,Review of collapse triggering mechanism of collapsible soils due to wetting.Journal of Rock Mechanics and Geotechnical Engineering,2016.8(2):p.256-274.
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