Abstract
Bai Huichang landslide is a large scale landslide which is of the character of leveled pushing slide and collapse. To study the failure mechanism of the landslide, to analyse the reasons for failure of the landslide, to evaluate and to predict the stability of the slope, systematic tests of physico-mechanical properties of the clay rock on the sliding surface and analysis of the constituents of the substances are made. Tests on slope models made of photo-elastic material and of blocks are made. The results show that the landslide is a typical one with leveled pushing slide and collapse character, and the main reason for the landslide is the poor physico-mechanical properties and the poor water-stable properties of the clay rock which contain a vast amount of the montmorillonite. The deformation of the slope model is very similar to that of the actual slope. Regression analysis of the observed deformation of the slope indicates that the deformation decays at a rate about 70% each year. It means that the landslide will tend to be stable and no serious landslide will occur which will endanger the safety of Changhangou Colliery. 3 references.
Citation Formats
Ronghua, Fu, Baokui, Yao, and Yuke, Sun.
Experiment study on failure mechanism of Bai Huichang landslide and analysis on time effect of deformation.
China: N. p.,
1985.
Web.
Ronghua, Fu, Baokui, Yao, & Yuke, Sun.
Experiment study on failure mechanism of Bai Huichang landslide and analysis on time effect of deformation.
China.
Ronghua, Fu, Baokui, Yao, and Yuke, Sun.
1985.
"Experiment study on failure mechanism of Bai Huichang landslide and analysis on time effect of deformation."
China.
@misc{etde_5566073,
title = {Experiment study on failure mechanism of Bai Huichang landslide and analysis on time effect of deformation}
author = {Ronghua, Fu, Baokui, Yao, and Yuke, Sun}
abstractNote = {Bai Huichang landslide is a large scale landslide which is of the character of leveled pushing slide and collapse. To study the failure mechanism of the landslide, to analyse the reasons for failure of the landslide, to evaluate and to predict the stability of the slope, systematic tests of physico-mechanical properties of the clay rock on the sliding surface and analysis of the constituents of the substances are made. Tests on slope models made of photo-elastic material and of blocks are made. The results show that the landslide is a typical one with leveled pushing slide and collapse character, and the main reason for the landslide is the poor physico-mechanical properties and the poor water-stable properties of the clay rock which contain a vast amount of the montmorillonite. The deformation of the slope model is very similar to that of the actual slope. Regression analysis of the observed deformation of the slope indicates that the deformation decays at a rate about 70% each year. It means that the landslide will tend to be stable and no serious landslide will occur which will endanger the safety of Changhangou Colliery. 3 references.}
journal = []
volume = {3}
journal type = {AC}
place = {China}
year = {1985}
month = {Jan}
}
title = {Experiment study on failure mechanism of Bai Huichang landslide and analysis on time effect of deformation}
author = {Ronghua, Fu, Baokui, Yao, and Yuke, Sun}
abstractNote = {Bai Huichang landslide is a large scale landslide which is of the character of leveled pushing slide and collapse. To study the failure mechanism of the landslide, to analyse the reasons for failure of the landslide, to evaluate and to predict the stability of the slope, systematic tests of physico-mechanical properties of the clay rock on the sliding surface and analysis of the constituents of the substances are made. Tests on slope models made of photo-elastic material and of blocks are made. The results show that the landslide is a typical one with leveled pushing slide and collapse character, and the main reason for the landslide is the poor physico-mechanical properties and the poor water-stable properties of the clay rock which contain a vast amount of the montmorillonite. The deformation of the slope model is very similar to that of the actual slope. Regression analysis of the observed deformation of the slope indicates that the deformation decays at a rate about 70% each year. It means that the landslide will tend to be stable and no serious landslide will occur which will endanger the safety of Changhangou Colliery. 3 references.}
journal = []
volume = {3}
journal type = {AC}
place = {China}
year = {1985}
month = {Jan}
}