Analysis of Influencing Factors of Deformation of Collapsible Loess High Slope with Unilateral Multi-Step Reinforcement
With China's growing GDP,the infrastructure in the central and western regions needs to be improved urgently,and the construction of airports in the western region is developing very rapidly,but most of the airports are built in relatively remote places,and there are a large number of collapsible loess in the central and western regions.Therefore,the airport construction is facing a series of special problems,such as high fill slope instability and uneven settlement.In order to solve the above problems,this paper focuses on the airport high-fill slope engineering and deeply analyzes the influence of slope height,reinforcement layer spacing,reinforcement modulus,compaction degree and other parameters on slope deformation in the construction of high-fill slope,which has reference value for further understanding the influencing factors of collapsible loess high-fill slope deformation and the improvement of subgrade quality control technology.
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