Studying the mechanical properties of the soil-root interface using the pullout test method Studying the mechanical properties of the soil-root interface using the pullout test method

最小化 最大化

Vol15 No.4: 882-893

Title】Studying the mechanical properties of the soil-root interface using the pullout test method

Author】JI Xiao-dong*; CONG Xu; DAI Xian-qing; ZHANG Ao; CHEN Li-hua

Addresses】School of Soil and Water Conservation, Beijing Forestry University, Beijing 100083, China

Corresponding author】JI Xiao-dong

Citation】Ji XD, Cong X, Dai XQ, et al. (2018) Studying the mechanical properties of the soil-root interface using the pullout test method. Journal of Mountain Science 15(4). https://doi.org/10.1007/s11629-015-3791-4

DOI】10.1007/s11629-015-3791-4

Abstract】It is important to quantify the effect of the root diameter, the embedment length of the root and load speed on the soil-root interface mechanical properties for studying the root anchorage. The soil-root interface mechanical properties can be obtained through the pullout force and root slippage curve (F-S curve). About 120 Pinus tabulaeformis single roots whose diameters ranged from 1 mm to 10 mm divided into 6 groups based on different root embedment length (50 mm, 100 mm and 150 mm) and different load velocity (10 mm·min-1, 50 mm·min-1, 100 mm·min-1 and 300 mm·min-1) were investigated using the pullout method. This study aims to explore the mechanical properties of the soil-root interface in the real conditions using the pullout test method. The results showed two kinds of pullout test failure modes during the experimental process: breakage failure and pullout failure. The results showed that the roots were easier to be broken when the root diameter was smaller or the loading speed was larger. The relationship between the maximum anchorage force and root diameter was linear and the linearly dependent coefficient (R2) was larger than 0.85. The anchorage force increased with the root embedment length. An increase of 10%-15% for the maximum anchorage force was found when load speed increased from 10 to 300 mm.min-1. The mean peak slippage of the root was from 13.81 to 35.79 mm when the load velocity varied from 10 to 300 mm.min-1. The study will be helpful for the design of slopes reinforced by vegetation and in predicting risk of uprooting of trees, and will have practical benefits for understanding the mechanism of landslide.

Keywords】Mechanical properties; Soil-root interface; Pullout test method; Anchorage force; Load speed; Pinus tabulaeformis