Model Test Research on Bearing Behavior of Improved Over-Wet Soil

Abstract:

According to the similarity theory, this paper presents a similar model with the similar geometric load and boundary condition to analyze the difference between untreated over-wet soil in Ya’an and improved over-wet soil. The test results show: the bearing capacity of improved soil is enhanced; the settlement of improved soil is much less than which of unimproved soil; the water stability of improved soil is strengthened. These means we have achieved the purpose of improving over-wet soil and the ash mixing method is a feasible means for dealing with over-wet soil.

• Periodical: Advanced Materials Research (Volumes 261-263)
• Pages: 1009-1013
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.261-263.1009
• Online since: May 2011
• Authors: Song Gu, Hua Wen, You Wen Su, Bin Jia
• Keywords: Improvement, Model Test, Over-Wet Soil, Water Stability

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