Effects of Slope Angle on Toppling Deformation of Anti-Dip Layered Rock Slopes: A Centrifuge Study

Applied Sciences

Qiang Chen¹  Fangzhou Liu²  Zhanglei Wu³  Da Zheng⁴  Hongke Zhou⁴  Hang Zhou⁴ 

[1] China Huaxi Engineering Design & Construction Co., Ltd., Chengdu 610059, China;Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB T6G 2R3, Canada;Powerchina Chengdu Engineering Corporation Limited, Chengdu 610059, China;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China;

关键词: toppling deformation;    anti-dip layered rock slope;    centrifuge model test;    deformation evolution characteristics;    disaster pattern;   

DOI  :  10.3390/app12105084

来源: DOAJ

【 摘 要 】

To reveal the impact of slope angle change on toppling deformation, this paper takes the dam toppling deformation of Gushui Hydropower Station based at Lancang River as an example, based on which three groups of models with different slope angles are conceptualized and designed. Through the centrifuge test, the evolution of toppling deformation of a counter-tilt layered slope under different slope angles was simulated. The research results show that: (1) The steeper the slope angle, the shorter the cumulative time required for such deformation is, the larger the toppling deformation will be, and it is more likely that multi-stage fracture zones will occur during the toppling process. (2) The toppling deformation process can be summarized as four stages. (3) The toppling deformation mainly occurs above the datum surface of the toppling fracture; the angle between the datum surface and the normal of the layer is between 12° to 16°. This value shall not change as the slope angle changes. (4) The lesser the slope angle is, the more likely the toppling deformed slope will be experience overall slipping instability. while the steeper the slope angle is, the greater the possibility of collapse after the rock mass falls.

【 授权许可】

Unknown