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Title: Cementitiously Stabilized Materials Using Ultrasonic Testing
Accession Number: 01473520
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: The effect of curing time, and compaction cementitiously stabilized materials (CSM) was studied using ultrasonic P-wave propagation. In general, the P-wave velocity measurements the mixtures increased with curing time. The trend between unconfined compression strength (UCS) with dry density or compaction water content was the same as the trend with P-wave velocity measurements. For stabilized fine-grained soils, there was a peak in P-wave velocity coinciding with the maximum dry density. The P-wave velocity and constrained modulus were strongly correlated to the UCS for CSMs. A model for prediction of UCS was proposed and verified. These test results provides insights for use of ultrasonic pulse velocity testing method for the determination of mechanical properties of CSM.
Supplemental Notes: This paper was sponsored by TRB committee AFP30 Soil and Rock Properties.
Monograph Title: Monograph Accession #: 01470560
Report/Paper Numbers: 13-1435
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Su, ZhipengFratta, DanteTinjum, James MEdil, Tuncer BPagination: 23p
Publication Date: 2013
Conference:
Transportation Research Board 92nd Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; Photos; References; Tables
TRT Terms: Subject Areas: Highways; Materials; I30: Materials
Source Data: Transportation Research Board Annual Meeting 2013 Paper #13-1435
Files: PRP, TRIS, TRB, ATRI
Created Date: Feb 5 2013 12:22PM
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