铁道科学与工程学报2024,Vol.21Issue(1) :149-157.DOI:10.19713/j.cnki.43-1423/u.T20230174

三维土工网边坡防护水土保持能力研究

Soil and water conservation capacity of slope protected by three-dimensional geonet

李时亮 曾长贤 王亚飞 李立 吴昊 郑烨炜
铁道科学与工程学报2024,Vol.21Issue(1) :149-157.DOI:10.19713/j.cnki.43-1423/u.T20230174

三维土工网边坡防护水土保持能力研究

Soil and water conservation capacity of slope protected by three-dimensional geonet

李时亮 1曾长贤 1王亚飞 1李立 1吴昊 2郑烨炜2
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作者信息

  • 1. 中铁第四勘察设计院集团有限公司,湖北 武汉 430063
  • 2. 武汉大学 土木建筑工程学院,湖北 武汉 430072
  • 折叠

摘要

路基边坡防护工程可减轻降雨对坡面土体的侵蚀作用,为深入研究坡面防护材料水土保持能力的定量表征方法,通过室内人工降雨边坡侵蚀模型试验,分析不同降雨强度和不同三维土工网防护下路基边坡的降雨侵蚀规律,提出三维土工网水土保持能力的试验测定方法及相关系数计算公式.研究结果表明:三维土工网防护边坡泥沙流失干质量明显小于相同条件下不设防边坡泥沙流失干质量,土工网防护在减少边坡侵蚀量的同时,有利于边坡侵蚀进程的快速稳定,但土工网的水土保持能力随雨强增大急剧下降.泥沙流失速度随着降雨的持续而逐渐减小,后期趋于收敛稳定,侵蚀历程采用指数函数拟合具有较好的相关性.建议设防边坡的试验降雨时间不少于70 min,不设防的边坡试验降雨时间不小于100 min.水土保持能力系数随雨强的增大呈对数函数关系减小,雨强超过100 mm/h时水土保持能力系数实测值与对数函数拟合值差异较大,建议在测定材料水土保持能力系数时雨强取20~100 mm/h,可取50 mm/h作为标准试验雨强.泡面类三维土工网水土保持能力显著优于普通三维土工网,而双泡面的三维土工网优于单泡面三维土工网.试验条件下凹凸泡面三维土工网的水土保持能力系数主要分布在1.71~3.03,建议50 mm/h雨强三维土工网水土保持能力系数不应小于1.5.

Abstract

The subgrade slope protection projects can reduce the erosion effect of rainfall on the slope soils.In order to study the quantitative characterization method of soil and water conservation capacity of slope protection materials deeply,the rainfall erosion law of subgrade slope under different rain intensities and different three-dimensional geonet type protection was studied through indoor artificial rainfall slope erosion model test.Test measurement and calculation method were proposed.The results are drawn as follows.The dry mass of sediment loss on the slope with three-dimensional geonet protection is significantly less than that of the slope without protection under the same conditions.Geonet protection can not only reduce the amount of slope erosion,but also accelerate the process.While the soil and water conservation capacity of geonet decreases sharply with the increase of rainfall intensity.The sediment erosion rate decreases with the continuous rainfall gradually,and tends to stabilize.And fitting the erosion process by exponential function is appropriate.It is recommended that the test rainfall time of the fortified slope shouldn't be less than 70 min,and the time of the unprotected slope shouldn't be less than 100 min.The coefficient of water and soil conservation capacity decreases in a logarithmic function with the increase of rainfall intensity.When the rainfall intensity exceeds 100 mm/h,the measured value of the coefficient of water and soil conservation capacity differs greatly from the fitting value.It is suggested that the rainfall intensity should be 20~100 mm/h when measuring the coefficient of water and soil conservation capacity of materials,and 50 mm/h should be taken as the standard test rainfall intensity.The water and soil conservation capacity of three-dimensional geonet with bubble surface is better than that of ordinary three-dimensional geonet significantly,while that of three-dimensional geonet with double bubble surface is better than that with single bubble surface.The soil and water conservation ability coefficient of the three-dimensional geonet with concave and convex bubble surface is mainly distributed between 1.71 and 3.03.It is recommended that the soil and water conservation ability coefficient shouldn't be less than 1.5 when the rainfall intensity is 50 mm/h.

关键词

降雨侵蚀/边坡防护/三维土工网/模型试验/水土保持能力系数

Key words

erosion effect of rainfall/slope protection/three-dimensional geonet/model test/coefficient of soil and water conservation capacity

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基金项目

国家重点研发计划(2022YFE0104600)

铁四院科研课题(2019K028)

出版年

2024
铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCDCSCD北大核心EI
影响因子:0.837
ISSN:1672-7029
被引量1
参考文献量11
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