Prediction-Forecast and Slip-Control for One Slope

Zhu Ruigeng, Institute of Rock-Soil and Environment Engineering, Wuhan University of Technology, Wuhan, China
Lu Wenxing, Institute of Rock-Soil and Environment Engineering, Wuhan University of Technology, Wuhan, China
Xia Yuanyou, Institute of Rock-Soil and Environment Engineering, Wuhan University of Technology, Wuhan, China

This paper has been relocated to http://scholarsmine.mst.edu/icchge/3icchge/3icchge-session06/7/

Abstract

Firstly,combining the engineering geological conditions of the slope, this paper analyses the forms and main causes of the slope possible slip, and predicts the slope's stability in the different construction periods of the guily at the bottom of slope. In. the basis of these, the work plan of quick cutting quick erecting for the gully is emphatically discussed. Then, the paper presents the slope monitoring method and monitoring results. At last, the paper re-analyses the site-monitoring data. The results of monitoring and re-andysis prove that work plan of quick cutting and quick erecting is correct and the poured concrete improves the state of the force on the slope and takes really effect on pressing the slope's bottom in time.

 
Jun 1st, 12:00 AM Jun 4th, 12:00 AM

Prediction-Forecast and Slip-Control for One Slope

Firstly,combining the engineering geological conditions of the slope, this paper analyses the forms and main causes of the slope possible slip, and predicts the slope's stability in the different construction periods of the guily at the bottom of slope. In. the basis of these, the work plan of quick cutting quick erecting for the gully is emphatically discussed. Then, the paper presents the slope monitoring method and monitoring results. At last, the paper re-analyses the site-monitoring data. The results of monitoring and re-andysis prove that work plan of quick cutting and quick erecting is correct and the poured concrete improves the state of the force on the slope and takes really effect on pressing the slope's bottom in time.