|本期目录/Table of Contents|

[1]刘向峰,郝国亮,张怡斌,等.草本植物对排土场边坡稳定性提升效果研究*[J].中国安全生产科学技术,2021,17(9):103-108.[doi:10.11731/j.issn.1673-193x.2021.09.016]
 LIU Xiangfeng,HAO Guoliang,ZHANG Yibin,et al.Study on improvement effect of herb plants on slope stability of dumping site[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2021,17(9):103-108.[doi:10.11731/j.issn.1673-193x.2021.09.016]
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草本植物对排土场边坡稳定性提升效果研究*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
17
期数:
2021年9期
页码:
103-108
栏目:
职业安全卫生管理与技术
出版日期:
2021-09-30

文章信息/Info

Title:
Study on improvement effect of herb plants on slope stability of dumping site
文章编号:
1673-193X(2021)-09-0103-06
作者:
刘向峰郝国亮张怡斌向丽王来贵
(辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000)
Author(s):
LIU Xiangfeng HAO Guoliang ZHANG Yibin XIANG Li WANG Laigui
(College of Mechanics and Engineering,Liaoning Technical University,Fuxin Liaoning 123000,China)
关键词:
草本植物固坡边坡稳定性排土场根黏聚力
Keywords:
slope reinforcement with herb plants slope stability dumping site root cohesion
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2021.09.016
文献标志码:
A
摘要:
为了研究草本植物对排土场边坡加固能力,通过对排土场碱蓬和早熟禾根系生长情况进行调查,量化植物根随深度的分布关系,与此同时,采集2种草本植物根,通过根的抗拉试验,采用纤维束模型量化2种草本植物根黏聚力,采用FLAC3D分析边坡稳定性。结果表明,2种草本植物根的抗拉力与直径呈现幂律关系,根的抗拉力存在显著性差异。2种草本植物根面积比和根黏聚力均随深度的增加而降低,对比根黏聚力,碱蓬的根黏聚力大于早熟禾。草本植物加固后边坡安全系数提高,裸露边坡的安全系数为2.08,早熟禾与碱蓬加固的边坡的安全系数分别为2.09和2.1。
Abstract:
In order to study the reinforcement ability of herb plants on the slope of dumping site,the distribution relationship of plant roots with the depth was quantified by investigating the root system growth of Suaeda glauca Bge and Poa annua in the dumping site.At the same time,the roots of two herb plants were collected,and the root cohesion of two herb plants were quantified by using the fiber bundle model through the tensile test of root,then the slope stability was analyzed by using FLAC3D.The results showed that the root tensile strength and diameter of two herb plants presented the power-law relationship,and there were significant difference in the root tensile strength.The root area ratio and root cohesion of two herb plants decreased with the increase of depth.Compared with the root cohesion,the root cohesion of Suaeda glauca Bge was greater than that of Poa annua.The safety factor of slope was improved reinforced by herb plants.The safety factor of bare slope was 2.08,and the safety factors of the slopes reinforced by Poa annua and Suaeda glauca Bge were 2.09 and 2.1,respectively.

参考文献/References:

[1]曹兰柱,李亚雷,王东,等.软弱基底排土场变形破坏治理措施研究[J].中国安全生产科学术,2015,11(8):83-89. CAO Lanzhu,LI Yalei,WANG Dong,et al.Research on control measures for deformation and failure of dump with weak basement[J].Journal of Safety Science and Technology,2015,11(8):83-89.
[2]黄鑫,张晓辉,薛雷,等.陕西省金堆城露天矿排土场高边坡稳定性评价[J].中国地质灾害与防治学报,2010,21(2):40-43. HUANG Xin,ZHANG Xiaohui,XUE Lei,et al.Stability evaluation on the high slope at dumping site of Jinduicheng open pit mine[J].The Chinese Journal of Geological Hazard and Control,2010,21(2):40-43.
[3]王海洋.某露天矿北外排土场稳定性分析[J].露天采矿技术,2020,35(4):96-98. WANG Haiyang.Stability analysis of north external dump in the open-pit mine[J].Opencast Mining Technology,2020,35(4):96-98.
[4]陆卫国.大南湖二矿边坡稳定性分析与防治措施[J].露天采矿技术,2020,35(4):57-60. LU Weiguo.Slope stability analysis and prevention measures of Dananhu No.2 open-pit mine[J].Mining & Metallurgy,2020,35(4):57-60.
[5]嵇晓雷,杨平.应用分形维数研究狗牙根根系边坡固坡效应[J].林业工程学报,2016,1(4):129-133. JI Xiaolei,YANG Ping.A study on slope protection effect using the root system of bermuda grass based on fractal dimension[J].Journal of Forestry Engineering,2016,1(4):129-133.
[6]张燕乐,甄庆,张兴昌,等.露天煤矿排土场不同植被土壤水分特征及其时间稳定性[J].水土保持学报,2020,34(3):212-218. ZHANG Yanle,ZHEN Qing,ZHANG Xingchang,et al.Soil water characteristics and temporal stability under different vegetation patterns in opencast coal mine dump[J].Journal of Soil and Water Conservation,2020,34(3):212-218.
[7]奚灵智,王龙威,王颖,等.植被根系固土抗剪强度试验研究[J].河北工程大学学报(自然科学版),2019,36(4):84-89. XI Lingzhi,WANG Longwei,WANG Ying,et al.Experimental study on the shear strength of soil consolidation by root of vegetation[J].Journal of Hebei University of Engineering (Natural Science Edition),2019,36(4):84-89.
[8]孙高峰,王金霞,杨旸,等.草本植物根系提高土体无侧限抗压强度及Wu & Waldron模型预测[J].江苏农业科学,2019,47(14):263-268. SUN Gaofeng,WANG Jinxia,YANG Yang,et al.Herbal plant roots increase unconfined compressive strength of soil and Wu & Waldron model prediction[J].Jiangsu Agricultural Sciences,2019,47(14):263-268.
[9]WANG X,HONG M M,HUANG Z,et al.Biomechanical properties of plant root systemsand their ability to stabilize slopes in geohazard-prone regions[J].Soil and Tillage Research,2019,189:148-157.
[10]YAMASE K,et al.Estimating slope stability by lateral root reinforcement in thinned and unthinned stands of Cryptomeria japonica using ground-penetrating radar[J].Catena,2019,183:104227.
[11]FEDERICA G,CHIARA V,RODOLFO G,et al.Root characteristics of herbaceous species for topsoil stabilization in restoration projects[J].Land Degradation & Development,2017,28:2074-2085.
[12]FENG S,LIU H W,NGC W W.Analytical analysis of the mechanical and hydrological effects of vegetation on shallow slope stability[J].Computers and Geotechnics,2020,118:103335.
[13]BACHE D H,MACASKILL I A.Biotechnical slope protection and erosion control[M].Donald H.Gray and Andrew T.Leiser.Van Nostrand Reinhold,New York,1982,ISBN 0-442-21222-4 Landscape Planning 10:77-78.
[14]KEIM R F,SKAUGSET A E.Modelling effects of forest canopies on slope stability[J].Hydrological Processes,2003,17:1457-1467.
[15]VERGANI C,GRAF F.Soil permeability,aggregate stability and root growth:a pot experiment from a soil bioengineering perspective[J].Ecohydrology,2016,9:830-842.
[16]SIDLE R C,BOGAARD T A.Dynamic earth system and ecological controls of rainfall-initiated landslides[J].Earth-Science Reviews,2016,159:275-291.
[17]TAN H,CHEN F,CHEN J,et al.Direct shear tests of shear strength of soils reinforced by geomats and plant roots[J].Geotextiles and Geomembranes,2019,47:780-791.
[18]POLLEN N,SIMON A.Estimating the mechanical effects of riparian vegetation on stream bank stability using afiberbundle model[J].Water Resources Research,2005,41:07025.
[19]COMINO E,MARENGO P,ROLLI V.Root reinforcement effect of different grass species:A comparison between experimental and models results[J].Soil and Tillage Research,2010,110:60-68.
[20]THOMAS R E,POLLEN B N.Modeling root-reinforcement with a fiber-bundle model and Monte Carlo simulation[J].Ecological Engineering,2010,36(1):47-61.
[21]WU T H,MCKINNELLI W P,SWANSTON D N.Strength of tree roots and landslides on Prince of Wales Island,Alaska[J].Canadian Geotechnical Journal,1979,16(1):19-33.
[22]STOKES A,NORRIS J E,BEEK L,et al.How vegetation reinforces soil on slopes[M].Springer Netherlands,2008.

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备注/Memo

备注/Memo:
收稿日期: 2020-12-16
* 基金项目: 国家重点研发计划项目(2017YFC1503101)
作者简介: 刘向峰,博士,教授,主要研究方向为矿山灾害治理及生态修复。
通信作者: 郝国亮,硕士研究生,主要研究方向为地质灾害治理。
更新日期/Last Update: 2021-10-02