Hideaki Takimoto
Experimental study on compaction and strength shear characteristics of intermediate soil consisted of various fine content
Satoru OHTSUKA Koichi ISOBE
The slope measures worker's present design is a method of designing the limit equilibrium method etc.
Some assumption is necessary of the balance of power to solve the limit equilibrium method.
In the present study, the applicability of a new design method is evaluated by overcoming the problem that the interaction between slopes is not expressible with the slope failure mechanism and the measures worker, and using rigid plastic finite element method (RPFEM) as a design method of high accuracy.
The numerical analysis of the reinforced concrete insertion industrial method is done on a medium-scale slope in the research in the past, applicability is examined, and the quantitative evaluation of the interaction of the measures worker and the slope has been being considered.
It ¡Öexperiment that puts load on slope model¡×, and the rigid-plastic finite element analysis was verified in the present study. Moreover, the model of the analysis of the same size as the experiment is made, and the mode of breaking and the numerical analysis result of the outcome of an experiment are compared. And, it thinks.
Please use "previous botton" to return the previous page