The Experimental Study on the Performance of the Reinforced Red Mudstone Using Triaxial Tests

Abstract

via the red mudstone proceed of the unconsolidated and non-drained triaxial compression test, the research in different degree of compaction reinforcement material under the influence of red mudstone strength. To the different reinforcement layers, different ambient pressure test, analyses not reinforcement material layer number of decorate the more the better, decorate three layer of steel material is better than the four layers of reinforcement decorate material sample. The analysis in different degree of compaction element soil and reinforced soil under test result, the reinforcement material that can obviously increase the strength of the soil, and in different degree of compaction soil under the different strength, and with the degree of compaction to improve the stress-strain relationship curves by strain softening type to strain change sclerosis type. Analysis of the С value of the red mudstone compaction degree with the increased and rise, but theφ rise and reduced.