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Yang Yang,Jinxia Wang,Qingsong Duan,Chao Su,Mingjiao Yan,Yijia Dong 대한토목학회 2018 KSCE JOURNAL OF CIVIL ENGINEERING Vol.22 No.12
This paper investigated and simulated the mechanical effect of root reinforcing soil and stabilizing slope. The unconfined compression test was used to investigate the reinforcement soil behavior of herb roots. This paper used the 3D finite element to quantify the mechanical effect of the herb root for slope’s stability in terms of the safety factor. The soil was simulated by an elasticplastic model, and the root was simulated by a linear elastic model. Results show that using the Root Content (RC) to estimate the additional cohesion cr of Setaria sphacelata and Orchardgrass was a simple and reliable method. Lateral fine roots can play a more significant role in reinforcing soils and slopes. Compared to various slope angles, the steep slope was less stable. The slope existed a slope angle threshold αthr. When the slope angle α was smaller than αthr, the herb root system can improve the stability of slope. The α existed an optimal angle αopt for the root system. When α = αopt and α < αthr, the herb roots can exert its maximum stabilization capacity. Moreover, we can select herb species with lateral fine roots and more roots in deeper soil layer. Results can better estimate the cr for the herb of lateral fine roots and select the herb and the slope’s geometry in the engineering.
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