Plant roots in the active zone improving the performance of ecological reinforced soil retaining walls
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-023-03420-z.pdf
Reference51 articles.
1. Ali FH, Osman N (2008) Shear strength of a soil containing vegetation roots. Soils Found 48(4):587–596. https://doi.org/10.3208/sandf.48.587
2. Balakrishnan S, Viswanadham BVS (2016) Performance evaluation of geogrid reinforced soil walls with marginal backfills through centrifuge model tests. Geotext Geomembr 44(1):95–108
3. Benjamim CVS, Bueno BS, Zornberg JG (2007) Field monitoring evaluation of geotextile-reinforced soil-retaining walls. Geosynth Int 14(2):100–118
4. Bozorgzadeh N, Bathurst RJ, Allen TM et al (2020) Reliability-based analysis of internal limit states for MSE walls using steel-strip reinforcement. J Geotech Geoenviron Eng 146(1):04019119
5. Buckingham E (1914) On physically similar systems; illustrations of the use of dimensional equations. Phys Rev 4(4):345. https://doi.org/10.1103/PhysRev.4.345
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1. Mechanical and deformation properties of eco-bag reinforced soil retaining walls under the synergistic effect of roots and geogrids;Bulletin of Engineering Geology and the Environment;2024-05-04
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