基于原位拉出实验量化不同梯度的林木(杉木)斜坡加固效果

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL Canadian Geotechnical Journal Pub Date : 2024-05-14 DOI:10.1139/cgj-2023-0473
Bingli Hu, Lijun Su, Yiding Bao, Qijun Xie
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引用次数: 0

摘要

树根对山坡的稳定性起着至关重要的作用,但量化树根的加固作用仍然具有挑战性。本研究旨在通过原位拔出实验,量化杉木根系在不同坡度上的加固作用。共挖掘了 120 个土壤剖面,以绘制四个坡度的根系分布图。随后,进行了 304 次原地拔根实验,根系直径从 1 毫米到 8 毫米不等。对根束模型 Weibull 进行了校准,并将其与根系分布数据相结合,以量化单棵树木对林分的加固贡献。研究发现,坡度对根系分布有很大影响,坡度越陡,根系越粗,分布越广。现场实验显示,相同直径的根系在拔出刚度和峰值位移方面存在很大差异,较粗的根系表现出更高的刚度和更大的位移。计算表明,根系加固效果随着与茎干距离的增加呈指数下降,但由于根系分布的影响,根系加固效果与坡度呈明显的正相关。统计分析表明,在坡度为 40° 的斜坡上,根系加固超过 10 kPa 的面积大约是坡度为 0° 和 20° 的斜坡的两倍。
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Quantifying Reinforcement of Forested (Cunninghamia lanceolata) Slopes with Different gradients based on In-Situ Pullout Experiments
Tree roots play a crucial role in hillslope stability, but quantifying their reinforcement remains challenging. This study aims to quantify the root reinforcement provided by Cunninghamia lanceolata across varying slope gradients based on in-situ pullout experiments. A total of 120 soil profiles were excavated to map root distribution across four slope gradients. Subsequently, 304 in situ pullout experiments were conducted encompassing root diameters ranging from 1 to 8 mm. The Root Bundle Model Weibull was calibrated and coupled with root distribution data to quantify reinforcement contributions from a single tree to stands. It was found slope gradient significantly influences root distribution, with steeper slopes harboring coarser and more widely distributed roots. In situ experiments revealed substantial variability in pullout stiffness and peak displacement for roots of the same diameter, with thicker roots exhibiting higher stiffness and greater displacement. Calculations indicate that root reinforcement exhibits an exponential decline with increasing distance from the stem but shows a marked positive association with slope gradient due to the influence on root distribution. Statistical analysis reveals that the area experiencing root reinforcement exceeding 10 kPa on a 40° slope is roughly double that of 0° and 20° stands.
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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