School of Civil Engineering, Changsha University of Science and Technology, Changsha, P.R China.
China Railway Siyuan Engineering Croup Co., Ltd., Wuhan, P.R China.
PLoS One. 2020 Dec 31;15(12):e0244818. doi: 10.1371/journal.pone.0244818. eCollection 2020.
Grassroots have received more attention than the traditional method as soil reinforcement materials, especially the use of vetiver and other vegetation protection methods to treat expansive soil slope, have been tried and applied. To study the influence of grassroots on the strength properties of expansive soil, the laws of vetiver root growth over time and its vertical distribution of root content(δ) were firstly investigated by the experiment of planting vetiver. Then different δ and depth of planted soil were obtained. Simultaneously different δ and water content(ω) of grafted soil were made. With the direct shear test, the shear strength parameters of root-soil with different δ were analyzed. The shear test on root-soil composites with different δ was carried out to compare the strength characteristics of planted and grafted soil. The results showed that the δ of vetiver decreased with the increase of depth, and the δ of each layer increased with the growth period. The δ of 180d was 70.5% higher than that of 90d. The cohesion(c) of root-soil can be increased by more than 97%, and internal friction angle(φ) can be increased by more than 15.4% after 180 days. The c of 90 d vetiver root system can be increased by more than 18%, and the φ can be increased by more than 1.5%. At each depth, the c and φ of composite soil increases with the increase of δ, and the increment of cohesion (Δc) and the increment of internal friction angle (Δφ) increase with the increment of δ. But the increase in the ω will weaken the shear strength parameters of root-soil. Under the condition of the planted root system and grafted root system, the influence degree of δ on strength parameter of root-soil is different, and the law of strength parameters versus δ of grafted soil of 365d is similar to that of planted soil of 90d. And the root reinforcement of grafted soil is weaker than planted soil. Hence the grafted soil can´t accurately reflect the root-soil interaction of the existing root system.
草根作为土壤加固材料受到了比传统方法更多的关注,特别是利用香根草等植被保护方法来处理膨胀土边坡,已经得到了尝试和应用。为了研究草根对膨胀土强度特性的影响,首先通过种植香根草的实验,研究了香根草根的生长时间规律及其垂直分布的根含量(δ)。然后获得了不同的 δ 和种植土壤的深度。同时,对嫁接土壤进行了不同的 δ 和含水量(ω)的处理。通过直剪试验,分析了不同 δ 的根土剪切强度参数。对不同 δ 的根土复合材料进行剪切试验,比较了种植土和嫁接土的强度特性。结果表明,香根草根的 δ 随深度的增加而减小,各层的 δ 随生长周期的增加而增加。180d 的 δ 比 90d 的增加了 70.5%。180d 后,根土的黏聚力(c)可提高 97%以上,内摩擦角(φ)可提高 15.4%以上。90d 香根草根系统的 c 可提高 18%以上,φ可提高 1.5%以上。在各深度处,复合土的 c 和 φ均随 δ 的增加而增加,黏聚力的增加量(Δc)和内摩擦角的增加量(Δφ)随 δ 的增加而增加。但 ω 的增加会削弱根土的抗剪强度参数。在根系种植和嫁接根系的条件下,δ 对根土强度参数的影响程度不同,365d 嫁接土的强度参数与 90d 种植土的规律相似。而且嫁接土的根加固作用弱于种植土。因此,嫁接土不能准确反映现有根系的根土相互作用。