{"title":"Effects of mixed planting on stability of three-dimensional vegetated slope under extreme rainfall","authors":"Qi Zhang , Junjun Ni , Haowen Guo","doi":"10.1016/j.compgeo.2025.107287","DOIUrl":null,"url":null,"abstract":"<div><div>To address the ecological restoration and slope stabilization needs, various plant species are utilized in soil bioengineering techniques. Existing studies consider only single-species due to lack of suitable modelling approach for hydro-mechanical reinforcements of individual species in a mixed-species condition. This study presents three-dimensional numerical analyses to investigate the hydrological response and stability of vegetated slopes under mixed planting conditions. A novel 3D numerical model is employed for simulating hydrological and mechanical reinforcements of different plant species, namely grass and shrub. Three series of numerical parametric studies are conducted: grass-only, shrub-only, and mixed grass-shrub planting conditions. The computed results illustrate that the factor of safety under mixed planting condition surpasses that of the shrub-only condition, primarily due to the amplified hydrological benefits. The interplay of plant spacing and mixed planting is also evident in 3D vegetated slopes. As plant spacing widens from 1 m to 3 m, the differences induced by mixed planting in retained suction following a 100-year extreme rainfall event significantly increase from 24 % to 75 %. The enhanced factor of safety resulting from the adoption of a mixed planting strategy escalates from 3 % to 16 %. Therefore, it is recommended that bioengineering designs for slope stabilization can incorporate mixed planting to reduce planting density.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"184 ","pages":"Article 107287"},"PeriodicalIF":5.3000,"publicationDate":"2025-04-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25002368","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
To address the ecological restoration and slope stabilization needs, various plant species are utilized in soil bioengineering techniques. Existing studies consider only single-species due to lack of suitable modelling approach for hydro-mechanical reinforcements of individual species in a mixed-species condition. This study presents three-dimensional numerical analyses to investigate the hydrological response and stability of vegetated slopes under mixed planting conditions. A novel 3D numerical model is employed for simulating hydrological and mechanical reinforcements of different plant species, namely grass and shrub. Three series of numerical parametric studies are conducted: grass-only, shrub-only, and mixed grass-shrub planting conditions. The computed results illustrate that the factor of safety under mixed planting condition surpasses that of the shrub-only condition, primarily due to the amplified hydrological benefits. The interplay of plant spacing and mixed planting is also evident in 3D vegetated slopes. As plant spacing widens from 1 m to 3 m, the differences induced by mixed planting in retained suction following a 100-year extreme rainfall event significantly increase from 24 % to 75 %. The enhanced factor of safety resulting from the adoption of a mixed planting strategy escalates from 3 % to 16 %. Therefore, it is recommended that bioengineering designs for slope stabilization can incorporate mixed planting to reduce planting density.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.