Advanced Search

Indexed by SCI、CA、РЖ、PA、CSA、ZR、etc .

Volume 31 Issue 6
Dec 2020
Turn off MathJax
Article Contents
Journal of Earth Science  > 2020  >  31(6): 1109-1120.
Tingyao Wu, Jianhong Jia, Nan Jiang, Chuanbo Zhou, Xuedong Luo, Yuqing Xia. Model Test of Deformation Evolution and Multi Factor Prediction of Anchorage Slope Stability under Rainfall Condition. Journal of Earth Science, 2020, 31(6): 1109-1120. doi: 10.1007/s12583-020-1343-5
Citation: Tingyao Wu, Jianhong Jia, Nan Jiang, Chuanbo Zhou, Xuedong Luo, Yuqing Xia. Model Test of Deformation Evolution and Multi Factor Prediction of Anchorage Slope Stability under Rainfall Condition. Journal of Earth Science, 2020, 31(6): 1109-1120. doi: 10.1007/s12583-020-1343-5
shu

Model Test of Deformation Evolution and Multi Factor Prediction of Anchorage Slope Stability under Rainfall Condition

doi: 10.1007/s12583-020-1343-5
  • 1.

    Faculty of Engineering, China University of Geosciences, Wuhan 430074, China

  • 2.

    Three Gorges Geotechnical Consultants Co., Ltd., Wuhan 430074, China

More Information
  • Corresponding author: Nan Jiang, jiangnan@cug.edu.cn
  • Received Date: 15 Dec 2019
  • Accepted Date: 01 May 2020
  • Publish Date: 18 Dec 2020
    Abstract
  • The stability of the anchorage slope on the Baiyang Yangtze River Highway Bridge in Yichang,China,was investigated under different rainfall conditions using model test,numerical simulation,and factor analysis. The results of the study are as follows:(1) with the increase of rainfall intensity,the change of earth pressure can be divided into three stages. However,when the rainfall intensity was larger than a certain value,the change of earth pressure of cut slope became two stages; with the increase of rainfall intensity,pore water pressure increased with the increase of rainfall time,while at a certain stage after the rainfall,the pore water pressure in the cut slope did not decrease immediately,but increased for a period of time. (2) When the rainfall stopped,the stability coefficient of the anchorage slope continued to decrease,then slowly increased,and finally tended to be gentle. Meanwhile,when the rainstorm reached a certain intensity,the main factor that restricted the rainfall infiltration rate became the geotechnical permeability coefficient of the cut slope,which was no longer the rainfall intensity. (3) Factor analysis shows that the rainfall intensity and rainfall duration were the most important factors for anchorage slope stability,while earth pressure,pore water pressure and slope displacement were much less significant.

     

    • FullText(HTML)
  • loading
    • References(37)
  • Anderson, T. W., Laake, P., 1998. Exact and Approximate Distributions of the Maximum Likelihood Estimate in a Simple Factor Analysis Model. Scandinavian Journal of Statistics, 25(1):39–51. https://doi.org/10.1111/1467-9469.00162
    Atangana, A., Vermeulen, P. D., 2014. Analytical Solutions of a Space-Time Fractional Derivative of Groundwater Flow Equation. Abstract and Applied Analysis, 2014(1):1–11. https://doi.org/10.1155/2014/381753
    Benson, J. D., Benson, C. T., Critser, J. K., 2014. Mathematical Model Formulation and Validation of Water and Solute Transport in Whole Hamster Pancreatic Islets. Mathematical Biosciences, 254:64–75. https://doi.org/10.1016/j.mbs.2014.06.003
    Biddoccu, M., Ferraris, S., Cavallo, E., et al., 2013. Hillslope Vineyard Rainfall-Runoff Measurements in Relation to Soil Infiltration and Water Content. Procedia Environmental Sciences, 19:351–360. https://doi.org/10.1016/j.proenv.2013.06.040
    Blake, J. R., Renaud, J. P., Anderson, M. G., et al., 2003. Prediction of Rainfall-Induced Transient Water Pressure Head Behind a Retaining Wall Using a High-Resolution Finite Element Model. Computers and Geotechnics, 30(6):431–442. https://doi.org/10.1016/s0266-352x(03)00055-7
    Egeli, I., Pulat, H. F., 2011. Mechanism and Modelling of Shallow Soil Slope Stability during High Intensity and Short Duration Rainfall. Scientia Iranica, 18(6):1179–1187. https://doi.org/10.1016/j.scient.2011.09.010
    Hamza, A., Bahar, R., Abrishami, J., 2008. Finite Element Modelling of a Two Dimensional Transient Flow Using Saturated and Unsaturated Theory. International Journal of Geotechnical Engineering, 2(1):69–76. https://doi.org/10.3328/ijge.2007.02.01.69-76
    Hossain, M. S., Lozano, N., Hossain, J., et al., 2011. Investigation of Geohazard Potential of Highway Embankment Slopes on Expansive Clay by Using Geophysical Method. In: Wardani, S. P. R., Chu, J., Robert Lo, S. C., et al., eds., Proceedings of the 3rd and 5th International Conference. Semarang, Indonesia, May 18–20, 2011. https://doi.org/10.1142/9789814365161_0073
    Hu, X. L., Tang, H. M., Li, C. D., et al., 2012. Stability of Huangtupo Riverside Slumping Mass II# under Water Level Fluctuation of Three Gorges Reservoir. Journal of Earth Science, 23(3):326–334. https://doi.org/10.1007/s12583-012-0259-0
    Huang, R. Q., 2009. Some Catastrophic Landslides since the Twentieth Century in the Southwest of China. Landslides, 6(1):69–81. https://doi.org/10.1007/s10346-009-0142-y
    Huat, B. B. K., Ali, F. H., Low, T. H., 2006. Water Infiltration Characteristics of Unsaturated Soil Slope and Its Effect on Suction and Stability. Geotechnical and Geological Engineering, 24(5):1293–1306. https://doi.org/10.1007/s10706-005-1881-8
    Jiang, Q., Su, G. S., Feng, X. T., et al., 2019. Excavation Optimization and Stability Analysis for Large Underground Caverns under High Geostress:A Case Study of the Chinese Laxiwa Project. Rock Mechanics and Rock Engineering, 52(3):895–915. https://doi.org/10.1007/s00603-018-1605-z
    Jiang, Q., Zhong, S., Pan, P. Z., et al., 2020. Observe the Temporal Evolution of Deep Tunnelʼs 3D Deformation by 3D Laser Scanning in the Jinchuan No. 2 Mine. Tunnelling and Underground Space Technology, 97:103237. https://doi.org/10.1016/j.tust.2019.103237
    Kawamura, M., Tsujino, K., Tsujiko, Y., 2003. Analysis of Slope Failures due to the 2000 Tokai Heavy Rainfall Using High Resolution Satellite Images. IEEE International Geoscience & Remote Sensing Symposium. Toulouse. 2413–2418. https://doi.org/10.1109/igarss.2003.1294459
    Kim, J., Kim, Y., Jeong, S., et al., 2017. Rainfall-Induced Landslides by Deficit Field Matric Suction in Unsaturated Soil Slopes. Environmental Earth Sciences, 76(23):808. https://doi.org/10.1007/s12665-017-7127-2
    Kimoto, S., Oka, F., Garcia, E., 2013. Numerical Simulation of the Rainfall Infiltration on Unsaturated Soil Slope Considering a Seepage Flow. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 44(3):1–13 http://www.researchgate.net/publication/276301586_Numerical_Simulation_of_the_Rainfall_Infiltration_on_Unsaturated_Soil_Slope_Considering_a_Seepage_Flow
    Kundu, J., Sarkar, K., Singh, P. K., et al., 2018. Deterministic and Probabilistic Stability Analysis of Soil Slope—A Case Study. Journal of the Geological Society of India, 91(4):418–424. https://doi.org/10.1007/s12594-018-0874-1
    Kyngdon, A., 2004. Comparing Factor Analysis and the Rasch Model for Ordered Response Categories:An Investigation of the Scale of Gambling Choices. Journal of Applied Measurement, 5(4):398–418 http://www.ncbi.nlm.nih.gov/pubmed/15496747
    Lange, B., Bronstert, A., 2013. Rainfall-Runoff Relation: A physically Based Model to Investigate Interactions between Rainfall Duration, Slope Angle, Soil Depth and Bedrock Topography. EGU General Assembly 2013, 15: EGU2013-7076
    Li, A. G., Yue, Z. Q., Tham, L. G., et al., 2005. Field-Monitored Variations of Soil Moisture and Matric Suction in a Saprolite Slope. Canadian Geotechnical Journal, 42(1):13–26. https://doi.org/10.1139/t04-069
    Li, S. J., Gao, H., Xu, D. M., et al., 2012. Comprehensive Determination of Reinforcement Parameters for High Cut Slope Based on Intelligent Optimization and Numerical Analysis. Journal of Earth Science, 23(2):233–242. https://doi.org/10.1007/s12583-012-0250-9
    Li, Y. H., Tang, X. J., Yang, S., et al., 2019. Evolution of the Broken Rock Zone in the Mixed Ground Tunnel Based on the DSCM. Tunnelling and Underground Space Technology, 84:248–258. https://doi.org/10.1016/j.tust.2018.11.017
    Li, Y. H., Zhang, Q., Lin, Z. B., et al., 2016. Spatiotemporal Evolution Rule of Rocks Fracture Surrounding Gob-Side Roadway with Model Experiments. International Journal of Mining Science and Technology, 26(5):895–902. https://doi.org/10.1016/j.ijmst.2016.05.031
    Mazaeva, O., Khak, V., Kozyreva, E., 2013. Model of Erosion-Landslide Interaction in the Context of the Reservoir Water Level Variations (East Siberia, Russia):Factors, Environment and Mechanisms. Journal of Earth System Science, 122(6):1515–1531. https://doi.org/10.1007/s12040-013-0363-2
    Mein, R. G., Larson, C. L., 1973. Modeling Infiltration during a Steady Rain. Water Resources Research, 9(2):384–394. https://doi.org/10.1029/wr009i002p00384
    Pham, K., Kim, D., Choi, H. J., et al., 2018. A Numerical Framework for Infinite Slope Stability Analysis under Transient Unsaturated Seepage Conditions. Engineering Geology, 243:36–49. https://doi.org/10.1016/j.enggeo.2018.05.021
    Rahardjo, H., Lee, T. T., Leong, E. C., et al., 2005. Response of a Residual Soil Slope to Rainfall. Canadian Geotechnical Journal, 42(2):340–351. https://doi.org/10.1139/t04-101
    Robinson, J. D., Vahedifard, F., AghaKouchak, A., 2017. Rainfall-Triggered Slope Instabilities under a Changing Climate:Comparative Study Using Historical and Projected Precipitation Extremes. Canadian Geotechnical Journal, 54(1):117–127. https://doi.org/10.1139/cgj-2015-0602
    Take, W. A., Bolton, M. D., Wong, P. C. P., et al., 2004. Evaluation of Landslide Triggering Mechanisms in Model Fill Slopes. Landslides, 1(3):173–184. https://doi.org/10.1007/s10346-004-0025-1
    Taniguchi, J., Tabei, K., Imai, M., 1987. Profiles of Water and Solute Transport along Long-Loop Descending Limb:Analysis by Mathematical Model. American Journal of Physiology-Renal Physiology, 252(3):F393–F402. https://doi.org/10.1152/ajprenal.1987.252.3.f393
    Trandafir, A. C., Sidle, R. C., Gomi, T., et al., 2008. Monitored and Simulated Variations in Matric Suction during Rainfall in a Residual Soil Slope. Environmental Geology, 55(5):951–961. https://doi.org/10.1007/s00254-007-1045-7
    Tu, X. B., Kwong, A. K. L., Dai, F. C., et al., 2009. Field Monitoring of Rainfall Infiltration in a Loess Slope and Analysis of Failure Mechanism of Rainfall-Induced Landslides. Engineering Geology, 105(1/2):134–150. https://doi.org/10.1016/j.enggeo.2008.11.011
    van Genuchten, M. T., 1980. A Closed-Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Science Society of America Journal, 44(5):892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x
    Xu, J. T., Jian, W. B., Wu, N. S., et al., 2018. Unsaturated Seepage Characteristics of Slope under Rainfall Infiltration. Earth Science, 43(3):922–932 (in Chinese with English Abstract) http://en.cnki.com.cn/Article_en/CJFDTOTAL-DQKX201803023.htm
    Yan, B., Toda, S., Lin, A. M., 2018. Coulomb Stress Evolution History as Implication on the Pattern of Strong Earthquakes along the Xianshuihe-Xiaojiang Fault System, China. Journal of Earth Science, 29(2):427–440. https://doi.org/10.1007/s12583-018-0840-2
    Yeh, W. W. G., 2000. Optimal Management of Flow in Groundwater Systems. Eos, Transactions American Geophysical Union, 81(28):315. https://doi.org/10.1029/00eo00242
    Zhang, T. T., Yan, E. C., Cheng, J. T., et al., 2010. Mechanism of Reservoir Water in the Deformation of Hefeng Landslide. Journal of Earth Science, 21(6):870–875. https://doi.org/10.1007/s12583-010-0139-4
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(9)  / Tables(3)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views(481) PDF downloads(20) Cited by()
    Proportional views
    Related

    Copyright © 2013-2020 Journal of Earth Science 鄂ICP备15021562号-2

    Tel: +86-27-67885075 Fax: +86-27-67885075 E-mail: xbb@cug.edu.cn

    Address: Editorial Office of Journal, China University of Geosciences, Yujiashan, Wuhan, Hubei 430074, P. R. China

    Supported by: Beijing Renhe Information Technology Co. Ltd  E-mail: info@rhhz.net  

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return