Study on Stability Experimental of Compound Consolidated Soil

Abstract:

Through water stability experiment of compound consolidated soil, low temperature shrink experiment and the freezing-thawing cycle test of compound consolidated Soil, the water stability, low temperature shrink stability and frozen stability of compound consolidated soil in different mix ratio and instars are analyzed. From the experiments, it can find that the mixed of curing agent can greatly improve the water stability. And with the growth of the specimen instars, the water stability is also improved. The compound consolidated soil is mainly to shrink under the low temperature, and the anti-freezing is better. The compound consolidated soil is entirely suitable for the seasonal frozen regions, and the study in this paper has a certain referential significance for the selection of road base in the seasonal frozen regions in the future.

• Periodical: Applied Mechanics and Materials (Volume 328)
• Pages: 1026-1029
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.328.1026
• Online since: June 2013
• Authors: Jun Chen Xu, Quan Zhong Liu
• Keywords: Compound Consolidated Soil, Frozen Stability, Low Temperature Shrink Stability, Water Stability

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