Study on Effectiveness of Capillary Barrier in Reduction of Rainfall Infiltration on a 15° Slope

被引:0
|
作者
Havisanth, E. [1 ]
Kulathilaka, S. A. S. [1 ]
机构
[1] Univ Moratuwa, Dept Civil Engn, Moratuwa, Sri Lanka
来源
MORATUWA ENGINEERING RESEARCH CONFERENCE (MERCON 2021) / 7TH INTERNATIONAL MULTIDISCIPLINARY ENGINEERING RESEARCH CONFERENCE | 2021年
关键词
matric suction; capillary barrier; infiltration;
D O I
10.1109/MERCON52712.2021.9525742
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Rainfall induced slopes failures are a very critical issue in Sri Lanka. Natural or cut slopes which remain stable during dry season due to prevalence of high matric suction undergo failure because of loss of matric suction and pore water pressure buildup. Capillary barrier cover system is a cost-effective system with natural soils that could minimize infiltration of rainwater. Capillary barriers are unsaturated cover system that functions in response to change in negative pore water pressure. This research on applicability of capillary barrier cover system on local Sri Lankan cut slopes with 15 degrees slope angle was done through experimental studies and numerical verification of results using GeoStudio, 2012 SEEP/W software.
引用
收藏
页码:19 / 24
页数:6
相关论文
共 50 条
  • [41] Study on Erosion and Infiltration Process of Grassland under Different Rainfall Intensities
    Xiao Peiqing
    Yao Wenyi
    Shen Zhenzhou
    Yang Chunxia
    PROCEEDINGS OF THE 4TH INTERNATIONAL YELLOW RIVER FORUM ON ECOLOGICAL CIVILIZATION AND RIVER ETHICS, VOL III, 2010, : 46 - 50
  • [42] Effect study of cracks on behavior of soil slope under rainfall conditions
    Zhang, Ga
    Wang, Rui
    Qian, Jiyun
    Zhang, Jian-Min
    Qian, Jiangu
    SOILS AND FOUNDATIONS, 2012, 52 (04) : 634 - 643
  • [43] Study of infiltration process and its influential factors under variable rainfall intensity
    Zhang Jie
    Han Tong-chun
    Dou Hong-qiang
    Li Zhi-ning
    ROCK AND SOIL MECHANICS, 2014, 35 : 451 - 456
  • [44] Model Test Study of the Influence of Rainfall Intensity and Soil Permeability on Slope Instability
    Qu, Liqiang
    Du, Qiang
    Xue, Jialin
    KSCE JOURNAL OF CIVIL ENGINEERING, 2024, 28 (07) : 2722 - 2737
  • [45] Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade
    Huo, Wangwen
    Zhu, Zhiduo
    Hao, Jianxin
    Zhang, Wenchao
    Peng, Yuyi
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 81 (06)
  • [46] Combined effect of capillary barrier and layered slope on water, solute and nanoparticle transfer in an unsaturated soil at lysimeter scale
    Predelus, Dieuseul
    Coutinho, Artur Paiva
    Lassabatere, Laurent
    Bien, Le Binh
    Winiarski, Thierry
    Angulo-Jaramillo, Rafael
    JOURNAL OF CONTAMINANT HYDROLOGY, 2015, 181 : 69 - 81
  • [47] Study on Safety Factor of Loess Cave Dwellings with Pitted Courtyard in Different Rainfall Infiltration
    Han, Jiaming
    TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 1555 - 1558
  • [48] Field studies on the influence of rainfall intensity, vegetation cover and slope length on soil moisture infiltration on typical watersheds of the Loess Plateau, China
    He, Zimiao
    Jia, Guodong
    Liu, Ziqiang
    Zhang, Zhenyao
    Yu, Xinxiao
    Hao, Peiqing
    HYDROLOGICAL PROCESSES, 2020, 34 (25) : 4904 - 4919
  • [49] Experimental Study on the Influence of Substrate Properties on Rainfall Infiltration and Runoff from Ecological Slopes
    Tao, Gaoliang
    Cheng, Yuzhe
    Xiao, Henglin
    Huang, Shaoping
    Zhou, Xinlong
    APPLIED SCIENCES-BASEL, 2023, 13 (09):
  • [50] Slope runoff study in situ using rainfall simulator in mountainous area of North China
    Yu Jingjie
    Yang Cong
    Liu Changming
    Song Xianfang
    Hu Shanshan
    Li Fadong
    Tang Changyuan
    JOURNAL OF GEOGRAPHICAL SCIENCES, 2009, 19 (04) : 461 - 470