Retracted: Stability Analysis and Case Study of Rainfall and Disturbance on Loess Slope
Yang Wang, Junfeng Tian, Yufan Gao
Abstract
Yang Wang, Junfeng Tian, Yufan Gao
Abstract
The research on slope stability analysis and reinforcement technology has important engineering value in loess area. In this paper, based on a slope project, the design of the slope is carried out, the monitoring and data analysis of the slope is completed, and the suggestions for the later observation are given. The main conclusions of this paper are as follow: (1) the main factors affecting the failure of the Loess Slope include high slope, slope angle, soil physical and mechanical properties, rainfall, engineering disturbance, etc. (2) the mechanical properties such as the cohesion and internal friction angle of the soil caused by rainfall and earthquake are decreased, and the safety factor of the slope is decreased, which increases the possibility of failure and failure of the slope. (3) the slope stability of the side slope of the water power plant is analyzed, and the reasonable supporting design scheme is put forward, and the monitoring data are analyzed. (4) the results show that: under the normal weather conditions, the displacement of the slope is not changed, and the slope displacement increases, and the unstable phenomenon occurs when the rainfall occurs.
OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The research on slope stability analysis and reinforcement technology has important engineering value in loess area. In this paper, based on a slope project, the design of the slope is carried out, the monitoring and data analysis of the slope is completed, and the suggestions for the later observation are given. The main conclusions of this paper are as follow: (1) the main factors affecting the failure of the Loess Slope include high slope, slope angle, soil physical and mechanical properties, rainfall, engineering disturbance, etc. (2) the mechanical properties such as the cohesion and internal friction angle of the soil caused by rainfall and earthquake are decreased, and the safety factor of the slope is decreased, which increases the possibility of failure and failure of the slope. (3) the slope stability of the side slope of the water power plant is analyzed, and the reasonable supporting design scheme is put forward, and the monitoring data are analyzed. (4) the results show that: under the normal weather conditions, the displacement of the slope is not changed, and the slope displacement increases, and the unstable phenomenon occurs when the rainfall occurs.
Key concepts: Slope stability probability classification, Loess, Slope stability, Slope failure, Vegetation and slope stability, Cohesion (chemistry), Geotechnical engineering, Disturbance (geology)