Revealing the characteristics and type of chair-shaped landslides considering the reservoir water effect in the Three Gorges Reservoir Area, China

被引:0
作者
Liang Yang
Yang Wang
Ying Cao
Kang Liao
机构
[1] China University of Geosciences,Faculty of Engineering
[2] Faculty of Geosciences and Environmental Engineering,undefined
[3] Southwest Jiaotong University,undefined
来源
Bulletin of Engineering Geology and the Environment | 2024年 / 83卷
关键词
Chair-shaped landslides; Characteristics; Reservoir water effect; Stability;
D O I
暂无
中图分类号
学科分类号
摘要
Widely distributed chair-shaped landslides in the Three Gorges Reservoir Area (TGRA) have caused significant economic damage and loss of life globally. Present studies have an over-reliance on individual case reviews, resulting in circumscribed conclusions. Furthermore, the classification criteria for chair-shaped landslides diverge across various researchers. This manuscript, therefore, systematically studies 160 chair-shaped landslides, providing a comprehensive analysis of their unique characteristics. The study then pivots to focus on a prototypical instance, the Jiuxianping landslide, to probe the landslide’s stability across diverse conditions, thereby discussing the type of chair-shaped landslide. The outcomes suggest that the type of chair-shaped landslides (seepage-induced or buoyancy-induced landslides) may interconvert due to varying parameters such as dip angle (β), permeability coefficient (K), reservoir water fluctuation rate (V), and the fluctuation range of the reservoir (S’). These parameters, which differ for each chair-shaped landslide, lead to varying findings among different scholars.
引用
收藏
相关论文
共 96 条
[1]  
Ahangari Nanehkaran Y(2022)Application of machine learning techniques for the estimation of the safety factor in slope stability analysis Water 14 3743-106
[2]  
Pusatli T(2022)A novel empirical classification method for weak rock slope stability analysis Sci Rep 12 14744-129+140
[3]  
Chengyong J(1987)On classification of slope steepness at home and abroad and its composition in Wangdong experiment area of Changwu county ShanXi Province 279 105854-1303
[4]  
Chen J(2020)3D simulation of Vajont disaster. part 1: numerical formulation and validation Eng Geol 244 96-2599
[5]  
Cemiloglu A(2018)Rapid sliding and friction degradation: lessons from the catastrophic Vajont landslide Eng Geol 51 124-162
[6]  
Azarafza M(2019)Response patterns of buoyancy weight loss landslides under reservoir water level fluctuation in the Three Gorges Reservoir Area Hydrogeol Eng Geol 07 1296-12
[7]  
Derakhshani R(2020)Preliminary study on deformation mechanism and threshold value of chair-shaped soil landslide under dynamic water action -- Taking Bazimen Landslide in the Three Gorges Reservoir Area as an example Yangtze River 580–583 2589-7952
[8]  
Azarafza M(2020)Characteristics and mechanism of deformation of chair-shaped soil landslides in Three Gorges Reservoir Area J Geotech Eng 13 1555-888
[9]  
Hajialilue Bonab M(2014)Response of typical hydrodynamic pressure landslide to reservoir water level fluctuation: Shuping landslide in Three Gorges Reservoir as an example J Eng Geol 14 984-96
[10]  
Derakhshani R(2014)Pregnant Mechanism and Mechanical Model of Rock Landslides in Chair-Shaped Cataclinal Bank Slopes Appl Mech Mater 294 106376-undefined