为对比不同类型植被根系在降雨条件下对坡体内水分运移影响和浅层固土效果,基于FLAC3D软件的FISH编程模块进行二次开发,对间隔降雨大暴雨工况下3种不同植被类型根系固土边坡和未加固边坡分别进行数值计算,并与离心模型试验结果进行对比。结果表明:植被根系能够很好地阻止水分渗透,起到固土作用。heart根型加固边坡与素坡(未加固边坡)的水分运移规律截然不同,素坡表现为近坡表侧水分渗透速率快于远坡表侧;heart根型蒸腾作用最好,但plate根型两翼宽大更能抵抗浅层雨水冲刷与渗透,总的来说,heart根型最能减少坡体内部水分;tap、plate和heart 3种根型加固边坡最大水平向位移百分比分别减小52.22%、73.68%和70.24%,综合来看,heart根型更能减小内部位移,固土效果最好;数值模拟结果与降雨离心模型试验结果拟合趋势较好,验证了开发程序的正确性与有效性。研究成果为考虑更多工况与更复杂根型的模拟奠定了基础。
Abstract
The aim of this research is to compare the influence of root systems of different vegetation types on water transport in slope and shallow soil-stabilizing effect under rainfall condition.The slope reinforced with three different plants’ root system and the unreinforced slope were numerically simulated under intermittent rainfall and heavy rain conditions using a secondary development of FISH programming module of FLAC3D,and the simulation results were compared with the that of centrifugal model test.The results demonstrated that root system could solidify the soil by preventing from water infiltration.Heart-root-reinforced slope has a entirely different water transport law from plain slope (unreinforced slope) which has a larger water permeation rate of the near-slope surface than that of the far-slope surface.Heart-root system has an optimum transpiration,while plate-root system better resists shallow rainfall erosion and penetration due to its wide wings. In general,heart-root system could reduce the moisture inside the slope body best.The maximum horizontal displacement of taproot,plate-root and heart-root reinforced slope reduce by 52.22%,73.68% and 70.24%,respectively.In conclusion,heart-root system has the best soil-stabilizing effect.In addition,the numerical simulation results are in agreement with centrifugal model test results,which verifies the correctness and effectiveness of the developed program,and lays a foundation for the simulation of more working conditions and more complex root types.
关键词
植被根系 /
降雨 /
饱和-非饱和渗流 /
水文效应 /
加固效果 /
FLAC3D
Key words
roots of plants /
rainfall /
saturated-unsaturated seepage /
hydrological effect /
reinforcement effect /
FLAC3D
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参考文献
[1] 陈丽霞,殷坤龙,刘礼领,等.江西省滑坡与降雨的关系研究[J].岩土力学,2008,29(4):1114-1120.
[2] 王 森,许 强,罗博宇,等.南江县浅层土质滑坡降雨入渗规律与成因机理[J].长江科学院院报,2017,34(8):96-100,105.
[3] 胡 炜,刘宇峰,秦卫星.考虑植被护坡的河道生态岸坡稳定性分析[J/OL].长江科学院院报,2021.https://kns.cnki.net/kcms/detail/42.1171.TV.20210510.1123.004.html.
[4] 吴宏伟.大气-植被-土体相互作用:理论与机理[J].岩土工程学报,2017,39(1):1-47.
[5] 杨 兵,周子鸿,卓林波.降雨作用下基覆型边坡失稳特征及承载力试验研究[J/OL].西南交通大学学报,2021.http://kns.cnki.net/kcms/detail/51.1277.U.20201124.1337.002.html.
[6] 张永双,吴瑞安,任三绍.降雨优势入渗通道对古滑坡复活的影响[J].岩石力学与工程学报,2021,40(4):777-789.
[7] 曾昌禄,李荣建,关晓迪,等.不同雨强条件下黄土边坡降雨入渗特性模型试验研究[J].岩土工程学报,2020,42(增刊1):111-115.
[8] 杜 强,周 健.基于离心模型试验的降雨诱发滑坡宏细观机理研究[J].岩土工程学报,2020,42(增刊1):50-54.
[9] 宋享桦,谭 勇,张生杰.暴雨气候下砂土边坡植被护坡模型试验研究[J].哈尔滨工业大学学报,2021,53(5):123-133.[10] SONNENBERG R,BRANSBY M F,HALLETT P D,et al.Centrifuge Modelling of Soil Slopes Reinforced with Vegetation[J].Canadian Geotechnical Journal,2010,47(12):1415-1430.
[11] SONNENBERG R,BRANSBY M F,BENGOUGH A G,et al.Centrifuge Modelling of Soil Slopes Containing Model Plant Roots[J].Revue Canadienne de Géotechnique,2012,49(1):1-17.
[12] BÜSGEN M,MÜNCH F,THOMSON T.Structure and Lifeof Forest Trees[J].Soil Science,1930,29(2):159-159.
[13] NG C,KAMCHOOM V,LEUNG A K.Centrifuge Modelling of the Effects of Root Geometry on Transpiration-induced Suction and Stability of Vegetated Slopes[J].Landslides,2015:1-14.
[14] LIANG T.Seismic Performanceof Vegetated Slopes[D].Dundee,Scotland:University of Dundee,2015.
[15] 王一冰,杨文琦,周 成,等.植筋带联合植物护坡的水力特性数值分析[J].岩土工程学报,2020,42(增刊2):238-243.
[16] 谢 强,田大浪,刘金辉,等.土质边坡的饱和-非饱和渗流分析及特殊应力修正[J].岩土力学,2019,40(3):879-892.
[17] 路德春,杜修力,许成顺.有效应力原理解析[J].岩土工程学报,2013,35(增刊1):146-151.
[18] D.G.弗雷德隆德,H.拉哈尔佐.非饱和土土力学[M].北京:中国建筑工业出版社,1997.
[19] GENUCHTEN V,TH M.A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils[J].Soil Science Society of America Journal,1980,44(5):892-898.
[20] 蒋中明,熊小虎,曾 铃.基于FLAC3D平台的边坡非饱和降雨入渗分析[J].岩土力学,2014,35(3):855-861.