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- W626819029 abstract "At the present time the Geotechnical/Soils Section of the Arkansas Highway and Transportation Department requires that Freeze-Thaw Durability tests (AASHTO T-136) be performed on all soil-cement designs. This procedure requires approximately 2 months to complete, which creates a delay in a complete soil-cement design. In order to alleviate this problem TRC-74 was initiated to compare a Vacuum Saturation compressive strength testing procedure with the Freeze-Thaw weight loss procedure. Results were compared in four separate categories: all data points, all data points except No. 4 material, A-4 Soil, and A-2-4 Soil. In all cases the correlation coefficient was above 0.75, which indicates a good relationship between Vacuum Saturation Compressive Strengths and Freeze-Thaw Weight Loss." @default.
- W626819029 created "2016-06-24" @default.
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- W626819029 date "1986-04-01" @default.
- W626819029 modified "2023-09-26" @default.
- W626819029 title "Vacuum Saturation Compressive Strengths Vs. Freeze-Thaw Weight Loss for Soil Cement Mixtures" @default.
- W626819029 hasPublicationYear "1986" @default.
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