Experimental Research the Pavement Performance on Chloride-Based Weak Saline Soil

Abstract:

The pavement performance (CBR and modulus of resilient) of the weak chloride-based saline soil was studied by experiment. Samples were made through the static pressure method and vibration method. The test results for the samples under the conditions of non-soaking and soaking made a comparative study. The weak saline soil was analyzed as embankment feasibility. The results showed that: the pavement performance of samples made by vibration method was superior to that of static pressure method; the CBR value and modulus of resilient of samples could meet standard requirements when degree of compaction met the standard requirements. Weak chloride-based saline soil proved to be the road embankment fillers.

• Periodical: Advanced Materials Research (Volumes 512-515)
• Pages: 3017-3023
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.512-515.3017
• Online since: May 2012
• Authors: Jun Yong Liu, Liu Jun Zhang, Li Hua Yin
• Keywords: Experimental Research, Feasibility, Pavement Performance, Road Embankment Filler, Weak Chloride-Based Saline Soil

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