Time-dependent slope stability during intense rainfall with stratified soil water content

被引:49
|
作者
Yao, Wenmin [1 ]
Li, Changdong [1 ]
Zhan, Hongbin [2 ,3 ]
Zeng, Jiangbo [4 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
[2] China Univ Geosci, Sch Environm Studies, Wuhan 430074, Hubei, Peoples R China
[3] Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77843 USA
[4] Shenzhen Geotech Invest & Surveying Inst Co Ltd, Shenzhen 518028, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Rainfall infiltration; Stratified Green-Ampt model; Finite slope; Time-dependent slope stability; Landslide; SURFICIAL STABILITY; INFILTRATION; PILES; MODEL; LANDSLIDES; FAILURE; LIMIT; FLOW; AIR;
D O I
10.1007/s10064-018-01437-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The Green-Ampt (GA) model is one of the most widely used analytical methods of slope stability under rainfall. However, it may overestimate the soil water content above the wetting front. In this study, a novel approach to evaluate the time-dependent slope stability during intense rainfall based on a modified GA model is presented, and is known as the stratified Green-Ampt (SGA) model. By considering the stratified soil water content above the wetting front, the soil above the wetting front can be divided into saturated and transitional layers, and the SGA model is used to analyze the infiltration process of intense rainfall into slopes. Thereafter, safety factors (F-s) of infinite and finite slopes are derived using the SGA model. In the analysis of an infinite slope, the conventional limit equilibrium method is adopted to calculate the safety factor; as for a finite slope, the residual thrust method is introduced to obtain the safety factor with sliding mass divided into multiple soil slices. The performance of the SGA model is illustrated in two cases: an infinite slope and the Majiagou landslide as a finite slope. The results indicate that compared to the GA model, the calculated wetting front based upon the SGA model moves faster, and the wetting front depth shows a positive correlation with the slope surface angle and rainfall intensity. The evolution of the safety factor above the sliding surface can be divided into three phases, while the evolution of the safety factor above the wetting front can be divided into two phases. The critical time of the slope reaching a less stable state (safety factor is 1.05) or unstable state (safety factor is 1.00) decreases exponentially with an increase in rainfall intensity. In addition, the rainfall has a significant influence on the design of stabilizing piles for the Majiagou landslide. The presented SGA model appears to be accurate to investigate slope stability during intense rainfall events.
引用
收藏
页码:4805 / 4819
页数:15
相关论文
共 50 条
  • [41] Stability of soil slope in Almaty covered with steel slag under the effect of rainfall
    Abishev, Rezat
    Satyanaga, Alfrendo
    Pernebekova, Gulnur
    Rahardjo, Harianto
    Zhai, Qian
    Shon, Chang-Seon
    Moon, Sung-Woo
    Kim, Jong
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [42] Slope Stability Analysis Considering Degradation of Soil Properties Induced by Intermittent Rainfall
    Wang, Minghao
    Li, Liang
    WATER, 2025, 17 (06)
  • [43] Shallow failure mechanism of unsaturated soil slope during rainfall infiltration
    Wang, Aoxun
    Jiang, Hanjing
    Xu, Shuai
    Xu, Yongfu
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2024, 55 (07): : 2701 - 2711
  • [44] Infiltration Mechanism and Stability Analysis of Multilayer Soil Slope Under Rainfall Conditions
    Sun Z.-H.
    Wang S.-H.
    Yang T.-J.
    Liu H.
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2020, 41 (08): : 1201 - 1208
  • [45] Water content of soil matrix during lateral water flow through cracked soil
    Krisnanto, S.
    Rahardjo, H.
    Fredlund, D. G.
    Leong, E. C.
    ENGINEERING GEOLOGY, 2016, 210 : 168 - 179
  • [46] Root-soil-water hydrological interaction and its impact on slope stability
    Zhu, Hong
    Zhang, Limin
    GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2019, 13 (04) : 349 - 359
  • [47] An Approach to Assess the Stability of Unsaturated Multilayered Coastal-Embankment Slope during Rainfall Infiltration
    Zhu, Jian-feng
    Chen, Chang-fu
    Zhao, Hong-yi
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2019, 7 (06)
  • [48] Slope stability models for rainfall-induced lahars during long-lasting eruptions
    Baumann, Valerie
    Bonadonna, Costanza
    Cuomo, Sabatino
    Moscariello, Mariagiovanna
    Manzella, Irene
    JOURNAL OF VOLCANOLOGY AND GEOTHERMAL RESEARCH, 2018, 359 : 78 - 94
  • [49] Influence of soil moisture content and soil and water conservation measures on time to runoff initiation under different rainfall intensities
    Zhang, Jingling
    Zhou, Lili
    Ma, Renming
    Jia, Yanfeng
    Yang, Fan
    Zhou, Hongyang
    Cao, Xiangying
    CATENA, 2019, 182
  • [50] 3 DIMENSION REAL TIME IMAGES OF RAINFALL INFILTRATION INTO UNSATURATED SOIL SLOPE
    Ibrahim, Aniza
    Ahmad, Irfana Kabir
    Taha, Mohd Raihan
    INTERNATIONAL JOURNAL OF GEOMATE, 2018, 14 (43): : 31 - 35