考虑降雨入渗条件的植被边坡稳定性评价

黄钢, 郑明新, 王庆, 卢雪松, 彭晶

raybet体育在线 院报 ›› 2020, Vol. 37 ›› Issue (4) : 160-167.

PDF(5493 KB)
PDF(5493 KB)
raybet体育在线 院报 ›› 2020, Vol. 37 ›› Issue (4) : 160-167. DOI: 10.11988/ckyyb.20191147
第十届全国青年岩土力学与工程会议专栏

考虑降雨入渗条件的植被边坡稳定性评价

  • 黄钢1,2, 郑明新1, 王庆2, 卢雪松2, 彭晶2
作者信息 +

Stability of Vegetated Slope under the Combined Action of Vegetation's Hydraulic Effect and Runoff in Saturated Zone in Consideration of Rainfall Infiltration

  • HUANG Gang1,2, ZHENG Ming-xin1, WANG Qing2, LU Xue-song2, PENG Jing2
Author information +
文章历史 +

摘要

为了研究降雨对植被边坡稳定性的影响,利用改进的Green-Ampt模型,在考虑植被水力作用和饱和区径流基础上,推导出了降雨入渗条件下植被边坡的湿润锋深度计算公式,并采用极限平衡法计算出了植被边坡不同潜在滑动面上的抗滑稳定安全系数,对多层非饱和土植被边坡稳定性进行分析评价。结果表明:考虑植被水力影响和饱和区径流的多层非饱和土植被边坡的入渗模型,更加实用,可更加准确地对降雨作用下植被边坡进行稳定性评价;湿润锋深度随着降雨的持续时间增加而增大,浸润锋经过土层交界处时出现突变现象,根系粉质砂土层的湿润锋深度增幅小于粉质砂土层的湿润锋深度增幅的1.5%~11.8%;4个潜在滑动面处的抗滑稳定安全系数在降雨早期随着降雨持续时间的增加而逐渐减小;粉质砂根土复合层的抗滑稳定安全系数比粉质砂土层的抗滑稳定安全系数提高了12.3%~35.5%;根土层与土层交界面处不易发生失稳破坏,而土层与土层交界面处的抗滑稳定安全系数会出现急剧变化,易发生失稳破坏。

Abstract

The aim of this research is to explore the impact of rainfall on the stability of vegetated slope. The calculation formula for the wetting front depth of vegetated slope under rainfall infiltration was deduced using the improved Green-Ampt model with the hydraulic effect of vegetation and the runoff in saturated zone into consideration. The factor of safety of different potential sliding surfaces was calculated by using the limit equilibrium analysis method; thereafter, the stability of multi-layer vegetated unsaturated soil slope was analyzed and evaluated. Results indicate that the present infiltration model of multi-layer vegetated unsaturated soil slope which considers the hydraulic effect of vegetation and the runoff in saturated zone is practical, and could accurately evaluate the stability of vegetated slope under rainfall. The depth of wetting front increased with the expansion of rainfall duration, and the wetting front changed suddenly when the wetting front passed the boundary of soil layer. The increment of wetting front depth in root-silty sandy soil layer was smaller than that in silty sandy soil layer by 1.5%-11.8%. The anti-slip safety factor of the four potential sliding surfaces decreased with the increase of rainfall duration in the early stage of rainfall. The safety factor of vegetation-silty sand layer increased by 12.3%-35.5% compared with that of silty sand layer. Instability and damage were not easy to occur at the interface between root-soil layer and soil layer; but were prone to happen at the interface between soil layer and soil layer as the safety factor changed sharply.

关键词

植被边坡 / 降雨入渗 / 非饱和土 / 湿润锋 / 边坡稳定性

Key words

vegetated slope / rainfall infiltration / unsaturated soil / wetting front / slope stability

引用本文

导出引用
黄钢, 郑明新, 王庆, 卢雪松, 彭晶. 考虑降雨入渗条件的植被边坡稳定性评价[J]. raybet体育在线 院报. 2020, 37(4): 160-167 https://doi.org/10.11988/ckyyb.20191147
HUANG Gang, ZHENG Ming-xin, WANG Qing, LU Xue-song, PENG Jing. Stability of Vegetated Slope under the Combined Action of Vegetation's Hydraulic Effect and Runoff in Saturated Zone in Consideration of Rainfall Infiltration[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 160-167 https://doi.org/10.11988/ckyyb.20191147
中图分类号: S774   

参考文献

[1] EVETTE A, BALIQUE C, LAVAINE C, et al. Using Ecological and Biogeographical Features to Produce a Typology of the Plant Species Used in Bioengineering for Riverbank Protection in Europe[J]. River Research and Applications, 2012, 28(10): 1830-1842.
[2] SCHWILCH G, BERNET L, FLESKENS L, et al. Operationalizing Ecosystem Services for the Mitigation of Soil Threats: A Proposed Framework[J]. Ecological indicators, 2016, 67(10): 586-597.
[3] 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].raybet体育在线 院报,2017,34(8):96-100,105.
[4] 王一兆,隋耀华.降雨入渗对边坡浅层稳定性的影响[J].raybet体育在线 院报,2017,34(4):122-125.
[5] 白兰英,周 杨,李绍红,等.南江县古坟坪滑坡降雨入渗观测与稳定性分析[J].raybet体育在线 院报,2018,35(7):68-73.
[6] 郭 辉, 沈育民, 李 飞, 等. 土石坝背坡植被抗冲蚀能力试验研究[J]. raybet体育在线 院报, 2013, 30(8): 122-126.
[7] MADHAVI LATHA G, RAJAGOPAL K.Parametric Finite Element Analyses of Geocell-supported Embankments[J]. Canadian Geotechnical Journal, 2007, 44(8): 917-927.
[8] 娄一青, 曹良珍, 王志军, 等. 降雨入渗对边坡稳定性影响分析[J]. 水力发电, 2008, 34(5): 19-22.
[9] HU X, BRIERLEY G, ZHU H, et al. An Exploratory Analysis of Vegetation Strategies to Reduce Shallow Landslide Activity on Loess Hillslopes, Northeast Qinghai-Tibet Plateau, China[J]. Journal of Mountain Science, 2013, 10(4): 668-686.
[10]RODERICK M L,SUN F,LIM W H,et al.A General Framework for Understanding the Response of the Water Cycle to Global Warming over Land and Ocean[J].Hydrology and Earth System Sciences,2014,18(5):1575-1589.
[11]GARIANO S L, GUZZETTI F. Landslides in a Changing Climate[J]. Earth-Science Reviews, 2016, 100(162): 227-252.
[12]GONZALEZ-OLLAURI A, MICKOVSKI S B. Plant-soil Reinforcement Response under Different Soil Hydrological Regimes[J]. Geoderma, 2017, 100(285): 141-150.
[13]陈 潮, 张俊云, 赵晓黎, 等. 植物根系生长形态对边坡浅层稳定性影响数值研究[J]. raybet体育在线 院报, 2017, 34(4): 126-130.
[14]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.
[15]DUAN L, HUANG M, ZHANG L. Differences in Hydrological Responses for Different Vegetation Types on a Steep Slope on the Loess Plateau, China[J]. Journal of Hydrology, 2016, 537: 356-366.
[16]李 刚. 植被覆盖的土质边坡土壤水分平衡模型及应用[J]. raybet体育在线 院报, 2005, 22(6): 24-28.
[17]CHEN L, YOUNG M H. Green-Ampt Infiltration Model for Sloping Surfaces[J]. Water Resources Research, 2006, 42(7): 1-9.
[18]LLORENS P, DOMINGO F. Rainfall Partitioning by Vegetation under Mediterranean Conditions. A Review of Studies in Europe[J]. Journal of hydrology, 2007, 335(1/2): 37-54.
[19]GONZALEZ-OLLAURI A, MICKOVSKI S B. Plant-Best: A Novel Plant Selection Tool for Slope Protection[J]. Ecological Engineering, 2017, 106: 154-173.
[20]NI J J, LEUNG A K, NG C W W,et al. Modelling Hydro-mechanical Reinforcements of Plants to Slope Stability[J]. Computers and Geotechnics, 2018, 95: 99-109.
[21]何玉琼. 植被发育斜坡的稳定性研究[D]. 昆明: 昆明理工大学, 2013.
[22]刘俊新,刘育田,胡启军.非饱和地表径流-渗流和流固体耦合条件下降雨入渗对路堤边坡稳定性研究[J].岩土力学,2010,31(3):903-910 2010.
[23]李华坦, 赵玉娇, 李国荣, 等. 寒旱环境黄土区植物护坡原位模拟降雨试验研究[J]. 水土保持研究, 2014, 21(6): 304-311.
[24]XIONG S, YAO W, LI C. Stability Evaluation of Multilayer Slopes Considering Runoff in the Saturated Zone under Rainfall[J]. European Journal of Environmental and Civil Engineering, 2019, 34(1): 1-15.
[25]石振明, 沈丹祎, 彭 铭, 等. 考虑多层非饱和土降雨入渗的边坡稳定性分析[J]. 水利学报, 2016, 47(8): 977-985.

基金

国家自然科学基金项目(51568022)

PDF(5493 KB)

Accesses

Citation

Detail

段落导航
相关文章

/

Baidu
map