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香根草根系对膨胀土开裂的影响及其机理分析

Effects of vetiver root on cracking of expansive soils and its mechanistic analysis.

作者信息

Huang Yonggang, Deng Peng, Wang Guiyao, Zhang Hongri

机构信息

College of Civil Engineering, Hunan City University, Yiyang, Hunan, China.

Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang, Hunan, China.

出版信息

Sci Rep. 2024 Aug 26;14(1):19737. doi: 10.1038/s41598-024-70934-1.

Abstract

The study investigated the reinforcing effect of vetiver root on soil by conducting outdoor planting tests and indoor root tests. The cracking indexes of soil specimens with varying root contents were analyzed, and a statistical model was established to determine the relationship between the cracking indexes, the number of dry and wet cycles, and the root content. The study revealed the crack evolution law of vetiver-reinforced expansive soil. The study explored the mechanism of the vegetation root in inhibiting the cracking of expansive soil and determined the optimal planting density of vetiver grass through outdoor planting tests. The results indicate that: The surface crack rate (CR), total crack length (CL), and crack number (CN) in the root-soil specimen exhibited exponential growth with an increase in the number of wet and dry cycles. This growth was more pronounced during the first and second cycles. The vetiver root could effectively reduce soil crack formation, and the specimen's cracking resistance is positively correlated with the root content. With the root content increased, the CR, CN, and CL decreased. The logistic model is suited to the CL of added root soil. The logistic model is more suitable for the growth model of the CR of the expansive soil with low root content, while the Boltzmann model is more suitable for the growth model of the CR of the expansive soil with high root content. Width of crack (CW) is better suited to the DoseResp growth model. The Boltzmann model is more applicable to the CN in expansive soils with low reinforcement, while the logistic growth model is more suitable for the development of CN above 0.21% root content. The development of the crack network was influenced by two key factors: the root content and the number of wet and dry cycles. Under the condition of planting roots, the development of crack networks in expansive soil differs from that of expansive soil with added roots, and there is no clear pattern to follow. The inhibitory effect of the vetiver root on cracking of expansive soil is related to the planting density of vetiver.

摘要

该研究通过开展室外种植试验和室内根系试验,探究了香根草根系对土壤的加固效果。分析了不同根系含量土壤试样的开裂指数,并建立了统计模型以确定开裂指数、干湿循环次数和根系含量之间的关系。该研究揭示了香根草加筋膨胀土的裂缝演化规律。通过室外种植试验,探究了植被根系抑制膨胀土开裂的机制,并确定了香根草的最佳种植密度。结果表明:根土试样的表面开裂率(CR)、总裂缝长度(CL)和裂缝数量(CN)随干湿循环次数的增加呈指数增长。这种增长在第一和第二个循环中更为明显。香根草根系能有效减少土壤裂缝的形成,试样的抗裂性与根系含量呈正相关。随着根系含量的增加,CR、CN和CL均降低。逻辑斯蒂模型适用于加筋土的CL。逻辑斯蒂模型更适合低根系含量膨胀土CR的生长模型,而玻尔兹曼模型更适合高根系含量膨胀土CR的生长模型。裂缝宽度(CW)更适合剂量响应生长模型。玻尔兹曼模型更适用于低加筋膨胀土中的CN,而逻辑斯蒂生长模型更适合根系含量高于0.21%时CN的发展。裂缝网络的发展受两个关键因素影响:根系含量和干湿循环次数。在种植根系的条件下,膨胀土中裂缝网络的发展与加筋膨胀土不同,且没有明显规律可循。香根草根系对膨胀土开裂的抑制作用与香根草的种植密度有关。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0d03/11347634/e63a1ec56b97/41598_2024_70934_Fig1_HTML.jpg

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