Tensile strength of a compacted vegetated soil: Laboratory results and reinforcement interpretation
Tài liệu tham khảo
Vardon, 2015, Climatic influence on geotechnical infrastructure: a review, Environ Geotech, 2, 166, 10.1680/envgeo.13.00055
Cazzuffi, 2014, Geosynthetic engineering and vegetation growth in soil reinforcement applications, Transp Infrastruct Geotechnol, 1, 262, 10.1007/s40515-014-0016-1
Yildiz, 2018, Determination of the shearing behaviour of root-permeated soils with a large-scale direct shear apparatus, Catena, 166, 98, 10.1016/j.catena.2018.03.022
Yildiz, 2019, Assessment of plant-induced suction and its effects on the shear strength of rooted soils, Proc Inst Civ Eng Geotech Eng, 172, 507, 10.1680/jgeen.18.00209
Gonzalez-Ollauri, 2017, Plant-soil reinforcement response under different soil hydrological regimes, Geoderma, 285, 141, 10.1016/j.geoderma.2016.10.002
Fan, 2008, Role of roots in the shear strength of root-reinforced soils with high moisture content, Ecol Eng, 33, 157, 10.1016/j.ecoleng.2008.02.013
Comino, 2010, Root reinforcement effect of different grass species: A comparison between experimental and models results, Soil Tillage Res, 110, 60, 10.1016/j.still.2010.06.006
Zhang, 2010, Triaxial compression test of soil-root composites to evaluate influence of roots on soil shear strength, Ecol Eng, 36, 19, 10.1016/j.ecoleng.2009.09.005
Li, 2017, Effects of root spatial distribution on the elastic–plastic properties of soil-root blocks, Sci Rep, 7, 800, 10.1038/s41598-017-00924-z
Ji, 2019, GDS triaxial test on the reinforcement effects of Bermudagrass root-soil complex, IOP Conf Ser Earth Environ Sci, 304, 10.1088/1755-1315/304/3/032106
Karimzadeh, 2021, Monotonic and cyclic behaviour of root-reinforced sand, Can Geotech J, 10.1139/cgj-2020-0626
Fraccica, 2019
Meijer, 2016, New in-situ techniques for measuring the properties of root-reinforced soil – Laboratory evaluation, Géotechnique, 66, 27, 10.1680/jgeot.15.P.060
Meijer, 2018, In situ measurement of root reinforcement using corkscrew extraction method, Can Geotech J, 55, 1372, 10.1139/cgj-2017-0344
Chen, 2020, A quantitative display index that considers tensile failure to predict the full sliding surface of a landslide, Landslides, 17, 471, 10.1007/s10346-019-01301-9
Potts, 1999, EI44JD
Cui, 1996, Yielding and plastic behaviour of an unsaturated compacted silt, Géotechnique, 46, 291, 10.1680/geot.1996.46.2.291
Kuwano, 1999
Yasufuku, 1991, Yield characteristics of anisotropically consolidated sand under low and high stresses, Soils Found, 31, 95, 10.3208/sandf1972.31.95
Alonso, 2003, Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study, Hydrogeol J, 11, 174, 10.1007/s10040-002-0245-1
Kodikara, 2013, Desiccation cracking in clayey soils: Mechanisms and modelling
Yanamandra, 2021, Influence of excavation time, tension crack, and rainfall on the stability of unsupported vertical cuts in unsaturated soil, Int J Geomech, 21, 10.1061/(ASCE)GM.1943-5622.0002160
Luo, 2021, Investigation and prediction of water infiltration process in cracked soils based on a full-scale model test, Geoderma, 400, 10.1016/j.geoderma.2021.115111
Zeng, 2020, Effect of the characteristics of surface cracks on the transient saturated zones in colluvial soil slopes during rainfall, Bull Eng Geol Environ, 79, 699, 10.1007/s10064-019-01584-1
Cotecchia, 2015, Slope instability processes in intensely fissured clays: case histories in the southern Apennines, Landslides, 12, 877, 10.1007/s10346-014-0516-7
Arnold, 2005, Estimation of soil cracking and the effect on surface runoff in a Texas Blackland Prairie watershed, Hydrol Process, 19, 589, 10.1002/hyp.5609
Lakshmikantha, 2012, Experimental evidence of size effect in soil cracking, Can Geotech J, 49, 264, 10.1139/t11-102
Cordero, 2020, Experimental and numerical analysis of soil desiccating cracks in compacted and non-compacted specimens, 03021
Stirling, 2015, Tensile behaviour of unsaturated compacted clay soils - A direct assessment method, Appl Clay Sci, 112–113, 123, 10.1016/j.clay.2015.04.011
Murray, 2019, Mechanisms of failure in saturated and unsaturated clayey geomaterials subjected to (total) tensile stress, Géotechnique, 69, 701, 10.1680/jgeot.17.P.252
Trabelsi, 2018, Tensile strength during drying of remoulded and compacted clay: the role of fabric and water retention, Appl Clay Sci, 162, 57, 10.1016/j.clay.2018.05.032
Divya, 2014, Evaluation of tensile strength-strain characteristics of fiber-reinforced soil through laboratory tests, J Mater Civ Eng, 26, 14, 10.1061/(ASCE)MT.1943-5533.0000772
Trabelsi, 2018, Stabilization of clayey soil using fiber reinforcement, 545
Consoli, 2011, Split tensile strength of monofilament polypropylene fiber-reinforced cemented sandy soils, Geosynth Int, 18, 57, 10.1680/gein.2011.18.2.57
Bordoloi, 2018, Influence of Eichhornia crassipes fibre on water retention and cracking on vegetated soils, Géotech Lett, 8, 130, 10.1680/jgele.17.00181
Bordoloi, 2020, Soil desiccation cracking and its characterization in vegetated soil: A perspective review, Sci Total Environ, 729, 10.1016/j.scitotenv.2020.138760
Li, 2016, Cracking and vertical preferential flow through landfill clay liners, Eng Geol, 206, 33, 10.1016/j.enggeo.2016.03.006
Fraccica, 2020, Tensile strength of a vegetated and partially saturated soil, 03001
Wu, 1979, Strength of tree roots and landslides on prince of Wales Island, Alaska, Can Geotech J, 16, 19, 10.1139/t79-003
Mickovski, 2009, Mechanical reinforcement of soil by willow roots: Impacts of root properties and root failure mechanism, Soil Sci Am J, 73, 1276, 10.2136/sssaj2008.0172
Pollen, 2005, Estimating the mechanical effects of riparian vegetation on stream bank stability using a fiber bundle model, Water Resour Res, 41, W07025, 10.1029/2004WR003801
Coppin, 1990
Pollen, 2007, Temporal and spatial variability in root reinforcement of streambanks: Accounting for soil shear strength and moisture, Catena, 69, 197, 10.1016/j.catena.2006.05.004
Schwarz, 2010, Quantifying lateral root reinforcement in steep slopes - from a bundle of roots to tree stands, Earth Surf Process Landf, 35, 354, 10.1002/esp.1927
Weng, 2016, Mechanical and thermal properties of ABS/montmorillonite nanocomposites for fused deposition modeling 3D printing, Mater Des, 102, 276, 10.1016/j.matdes.2016.04.045
2019
ASTM D3080/ D3080M (2011), 2011
Nahlawi, 2004, A direct tensile strength testing method for unsaturated geomaterials, Geotech Test J, 27, 356
Oorthuis, 2018, Monitoring of a full-scale embankment experiment regarding soil-vegetation-atmosphere interactions, Water (Switzerland), 10, 688
Oorthuis, 2021, Slope orientation and vegetation effects on soil thermo-hydraulic behavior, an experimental study, Sustainability, 13, 14, 10.3390/su13010014
Fraccica, 2019, Multi-scale effects on the hydraulic behaviour of a root-permeated and compacted soil, 12014
ASTM D2216 (2019). Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. [Online] Available at: www.astm.org.
ASTM D7263 (2018). Standard Test Method for Laboratory Determination of Density (Unit Weigth) of Soil Specimens. [Online] Available at: www.astm.org.
Muir Wood, 2016, Fibres and soils: A route towards modelling of root-soil systems, Soils Found, 56, 765, 10.1016/j.sandf.2016.08.003
Carminati, 2013, Do roots mind the gap?, Plant Soil, 367, 651, 10.1007/s11104-012-1496-9
Ni, 2019, Simple model on water retention and permeability in soil mixed with lignocellulose fibres, KSCE J Civ Eng, 23, 138, 10.1007/s12205-017-0657-z
Ng, 2014, Effects of soil density on grass-induced suction distributions in compacted soil subjected to rainfall, Can Geotech J, 51, 311, 10.1139/cgj-2013-0221
Romero, 2000, Retention curves of deformable clays, 99
Romero, 2011, An insight into the water retention properties of compacted clayey soils, Géotechnique, 61, 313, 10.1680/geot.2011.61.4.313
Diambra, 2010, Fibre reinforced sands: Experiments and modelling, Geotext Geomembr, 28, 238, 10.1016/j.geotexmem.2009.09.010
Tang, 2007, Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil, Geotext Geomembr, 25, 194, 10.1016/j.geotexmem.2006.11.002
Heineck, 2005, Effect of microreinforcement of soils from very small to large shear strains, J Geotech Geoenviron Eng, 131, 1024, 10.1061/(ASCE)1090-0241(2005)131:8(1024)
Vanapalli, 1996, Model for the prediction of shear strength with respect to soil suction, Can Geotech J, 33, 379, 10.1139/t96-060
Tarantino, 2005, Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay, Géotechnique, 55, 307, 10.1680/geot.2005.55.4.307
Alonso, 2010, A microstructurally based effective stress for unsaturated soils, Géotechnique, 60, 913, 10.1680/geot.8.P.002
Scholl, 2014, Root induced changes of effective 1D hydraulic properties in a soil column, Plant Soil, 381, 193, 10.1007/s11104-014-2121-x
Mickovski, 2007, Material stiffness, branching pattern and soil matric potential affect the pullout resistance of model root systems, Eur J Soil Sci, 58, 1471, 10.1111/j.1365-2389.2007.00953.x
Genet M, Stokes A, Salin F, Mickovski SB, et al. The influence of cellulose content on tensile strength in tree roots. In: Stokes A, Spanos I, Norris JE, Cammeraat E, eds. Eco-and Ground Bio-Engineering: The Use of Vegetation to Improve Slope Stability. Developments in Plant and Soil Sciences, Vol 103. Dordrecht, Springer; http://dx.doi.org/10.1007/978-1-4020-5593-5_1.
Li, 2019, Effects of cultivation practices and products on bermudagrass fairways in a semiarid region, Agron J, 111, 2899, 10.2134/agronj2019.04.0262
Bochet, 2004, Factors controlling vegetation establishment and water erosion on motorway slopes in valencia, Spain, Restoration Ecol, 12, 166, 10.1111/j.1061-2971.2004.0325.x
de Abelleyra, 2008, Soil water availability affects green ‘area and biomass growth of cynodon dactylon’, Weed Res, 48, 248, 10.1111/j.1365-3180.2008.00624.x
Waldron, 1977, The shear resistence of root-permeated homogeneous and stratified soil, Soil Sci Am J, 41, 843, 10.2136/sssaj1977.03615995004100050005x
Tardío, 2015, Method for synchronisation of soil and root behaviour for assessment of stability of vegetated slopes, Ecol Eng, 82, 222, 10.1016/j.ecoleng.2015.04.101
