The mechanism analysis of sliding-bending destruction mode of consequent bedded slope in the alternatively distributed soft and hard rock layers

Through the collection of systemic references and great amounts of location investigation,it is found that there is another typical form of deformation and failure for steep bedding rock slope,namely,toppling deformation.

Stability analysis and improvement design for a bedding slope;

Based on the new method,the factor of safety of Zhongjiawan bedding slope is calculated by UDEC and compared with the results obtained by limit equilibrium method(LE.

Based on the new method,the safety factor of Zhongjiawan bedding slope is calculated by Universal Distinct Element Code(UDEC) and compared with the .

Working practice of managing bedding landslide by adopting steel tube pile grouting;

Causes analyzing of bedding landslide in Hang-Qian highway project

This paper,according to the energy dissipation mechanism,adopted mechanical calculation model of sheet slope crack,established mechanical criterion by which bending failure appeared the bedding landslide,and carried through idiographic analyses of this landslide.

Study on Strength Parameter of Hard Structural Plane and Engineering Technique for Consequent Slope;

Based on the geological background and mechanism, mechanical model of buckling failure for the consequent slope is given in this paper.

The stability-losing of the consequent slope is one of the most urgent problems in practical engineering.