Effects of Weak Bedding Plane, Fault, and Extreme Rainfall on the Landslide Event of a High Cut-Slope

High cut-slopes are widespread in engineering constructions and often converted into landslides. Some extreme circumstances facilitate the landslide process, such as the weak bedding plane, rainfall, and faults. Therefore, this paper intends to offer insights into the influence of the weak bedding plane, extreme rainfall as well as faults on the landslide process of the high cut-slope. In this paper, the Anling landslide in Anhui Province, China, is selected as an example. Geological surveys, displacement monitoring, data analysis, as well as numerical simulation are carried out. The entire excavation construction and landslide deformation process are simulated to reveal the formation mechanism of the landslide using the finite difference code, FLAC3D. The effects of the fault on the landslide and the effectiveness of adjusting protection measures by adding piles are investigated on the basis of the finite difference analysis. According to monitoring data and numerical simulation, the weak bedding plane and extreme rainfall are considered the main factors leading to the Anling landslide. Field investigation and numerical experiments indicate that the fault shall facilitate and accelerate the landslide process. The construction of piles in a suitable position for the landslide is a reasonable and economical measure to stabilize the landslide.

[1]  Hong-qiang Dou,et al.  Repeated failure of a high cutting slope induced by excavation and rainfall: a case study in Fujian, Southeast China , 2022, Bulletin of Engineering Geology and the Environment.

[2]  Huihua Chen,et al.  Safety Risk Assessment Using a BP Neural Network of High Cutting Slope Construction in High-Speed Railway , 2022, Buildings.

[3]  Yu-jun Zuo,et al.  Study of mechanical properties and failure characteristics of combined rock mass with weak interlayer , 2022, Geomechanics and Geophysics for Geo-Energy and Geo-Resources.

[4]  Á. Török,et al.  Centrifugal model test on a riverine landslide in the three gorges reservoir induced by rainfall and water level fluctuation , 2022, Geoscience Frontiers.

[5]  Mohsen Ehteshami-Moinabadi Properties of fault zones and their influences on rainfall-induced landslides, examples from Alborz and Zagros ranges , 2022, Environmental Earth Sciences.

[6]  Huabin Zhang,et al.  Rainfall Infiltration Process of a Rock Slope with Considering the Heterogeneity of Saturated Hydraulic Conductivity , 2022, Frontiers in Earth Science.

[7]  Xiyong Wu,et al.  Oxidation of black shale and its deterioration mechanism in the slip zone of the Xujiaping landslide in Sichuan Province, Southwestern China , 2021 .

[8]  Chong-lei Zhang,et al.  Full-scale performance testing of bored piles with retaining walls in high cutting slope , 2021, Transportation Geotechnics.

[9]  Jianping Wu,et al.  A hybrid optimization method of factor screening predicated on GeoDetector and Random Forest for Landslide Susceptibility Mapping , 2021 .

[10]  Guangcheng Zhang,et al.  Failure Analysis of a Highway Cut Slope with Anti-Slide Piles , 2021 .

[11]  Guang Wu,et al.  Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock , 2020 .

[12]  A. El-Hamalawi,et al.  Forecasting the long-term deterioration of a cut slope in high-plasticity clay using a numerical model , 2020, Engineering Geology.

[13]  K. Bian,et al.  Investigating the softening of weak interlayers during landslides using nanoindentation experiments and simulations , 2020 .

[14]  T. R. Lauknes,et al.  Structurally controlled rock slope deformation in northern Norway , 2020, Landslides.

[15]  K. Zhang,et al.  Field investigation and numerical study of a siltstone slope instability induced by excavation and rainfall , 2020, Landslides.

[16]  Kuang-Tsung Chang,et al.  3D Effects of permeability and strength anisotropy on the stability of weakly cemented rock slopes subjected to rainfall infiltration , 2020 .

[17]  Xueliang Wang,et al.  Fault controls spatial variation of fracture density and rock mass strength within the Yarlung Tsangpo Fault damage zone (southern Tibet) , 2020 .

[18]  J. Malet,et al.  Spatial Patterns of Storm‐Induced Landslides and Their Relation to Rainfall Anomaly Maps , 2019, Geophysical Research Letters.

[19]  A. Kchikach,et al.  Highway cutting slopes with high rainfall erosion in Morocco: Evaluation of soil losses and erosion control using concrete arches , 2019, Engineering Geology.

[20]  M. Chigira,et al.  Distribution of gravitational slope deformation and deep-seated landslides controlled by thrust faults in the Shimanto accretionary complex , 2019, Engineering Geology.

[21]  K. Yin,et al.  Displacement characteristics and prediction of Baishuihe landslide in the Three Gorges Reservoir , 2019, Journal of Mountain Science.

[22]  Lian-heng Zhao,et al.  Characteristics of failure area and failure mechanism of a bedding rockslide in Libo County, Guizhou, China , 2019, Landslides.

[23]  Xiating Feng,et al.  Rock mechanics contributions to recent hydroelectric developments in China , 2019, Journal of Rock Mechanics and Geotechnical Engineering.

[24]  M. Gutierrez,et al.  Mechanical Properties and Brittleness of Shale with Different Degrees of Fracturing-Fluid Saturation , 2018, Current Science.

[25]  Wei Zhang,et al.  Mechanical Behavior and Damage Constitutive Model of Rock Subjected to Water-Weakening Effect and Uniaxial Loading , 2018, Rock Mechanics and Rock Engineering.

[26]  H. Su,et al.  Experimental Study on Mechanical Properties and Anchorage Performances of Rock Mass in the Fault Fracture Zone , 2018, International Journal of Geomechanics.

[27]  Tian-bin Li,et al.  Failure mechanism and stabilization of a basalt rock slide with weak layers , 2018 .

[28]  Fausto Guzzetti,et al.  Rainfall thresholds for possible landslide occurrence in Italy , 2017 .

[29]  T. Raghuvanshi Plane failure in rock slopes – A review on stability analysis techniques , 2017, Journal of King Saud University - Science.

[30]  Lin Li,et al.  Stability Analysis of Clastic Rock Slope with Mudstone Interlayer Under Rainfall Infiltration , 2017, Geotechnical and Geological Engineering.

[31]  H. Mujtaba,et al.  Influence of saturation on rainfall generated landslides in shale along Murree-Kohala road, Pakistan , 2016, Journal of the Geological Society of India.

[32]  Jun-jie Wang,et al.  Failure of a rock slope 16.5 years after excavation in repeated strata of sandstone and mudstone , 2016, Environmental Earth Sciences.

[33]  Li Long-qi,et al.  Effect of the inclined weak interlayers on the rainfall response of a bedded rock slope , 2016 .

[34]  Ayberk Kaya,et al.  Stability assessment of high-steep cut slope debris on a landslide (Gumushane, NE Turkey) , 2016, Bulletin of Engineering Geology and the Environment.

[35]  D. Stead The Influence of Shales on Slope Instability , 2016, Rock Mechanics and Rock Engineering.

[36]  D. Stead,et al.  A critical review of rock slope failure mechanisms: The importance of structural geology , 2015 .

[37]  S. Meier,et al.  Architecture, fracture system, mechanical properties and permeability structure of a fault zone in Lower Triassic sandstone, Upper Rhine Graben , 2015 .

[38]  F. Agliardi,et al.  Structurally-controlled instability, damage and slope failure in a porphyry rock mass , 2013 .

[39]  Bin Li,et al.  Mechanism on apparent dip sliding of oblique inclined bedding rockslide at Jiweishan, Chongqing, China , 2011 .

[40]  Chin Jian Leo,et al.  Analysis of Baishuihe landslide influenced by the effects of reservoir water and rainfall , 2010 .

[41]  V. Schaefer,et al.  In-Situ Borehole Shear Test and Rock Borehole Shear Test for Slope Investigation , 2006 .

[42]  F. C. Beavis,et al.  Engineering aspects of weathering of low grade metapelites in an arid climatic zone , 1982, Quarterly Journal of Engineering Geology.

[43]  Da Huang,et al.  Complex Failure Simulation of Underinclined Shale Slope Based on Discrete Element Method , 2020 .

[44]  Ming Xu,et al.  The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA , 2017 .