Petry, T. M., Richardson, D. N., Ge, L., Yuh-Puu, H., & Lusher, S. M. (2008). Resilient moduli of typical Missouri soils and unbound granular base materials (Report No. UTC-R175). Missouri University of Science and Technology. Center for Infrastructure Engineering Studies. https://rosap.ntl.bts.gov/view/dot/16413
Petry, Thomas M., David N. Richardson, Louis Ge, Han Yuh-Puu, and S. Michael Lusher. Resilient moduli of typical Missouri soils and unbound granular base materials. Report no. UTC-R175. Missouri University of Science and Technology. Center for Infrastructure Engineering Studies, 2008. https://rosap.ntl.bts.gov/view/dot/16413.
Petry, Thomas M., et al. Resilient moduli of typical Missouri soils and unbound granular base materials. Missouri University of Science and Technology. Center for Infrastructure Engineering Studies, 2008, Report no. UTC-R175, ROSA P. https://rosap.ntl.bts.gov/view/dot/16413.
NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology
;
NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance
Abstract:
The objective of this project is to accurately determine the resilient moduli for common Missouri subgrade soils and unbound granular base materials in accordance with the AASHTO T 307 test method. The test results included moduli data from 27 common subgrade soils out of the 99 Missouri soil associations and from 5 unbound granular bases. These materials, selected andprovided by MoDOT, were tested at their optimum water content and at an elevated water content, which would normally occur as a worse case scenario during the life of a pavement. The five unbound granular base materials, representing a normal range in geologic source, particle shape, and PI of the fines, were tested at two different gradations (high and low side of the Type 5 specification limits) as well as the aforementioned two water contents. All testing included at 3 replications for all materials at both water contents if possible. Data are provided in the technical report format with all applicable tables and graphs.
Petry, T. M., Richardson, D. N., Ge, L., Yuh-Puu, H., & Lusher, S. M. (2008). Resilient moduli of typical Missouri soils and unbound granular base materials (Report No. UTC-R175). Missouri University of Science and Technology. Center for Infrastructure Engineering Studies. https://rosap.ntl.bts.gov/view/dot/16413
Petry, Thomas M., David N. Richardson, Louis Ge, Han Yuh-Puu, and S. Michael Lusher. Resilient moduli of typical Missouri soils and unbound granular base materials. Report no. UTC-R175. Missouri University of Science and Technology. Center for Infrastructure Engineering Studies, 2008. https://rosap.ntl.bts.gov/view/dot/16413.
Petry, Thomas M., et al. Resilient moduli of typical Missouri soils and unbound granular base materials. Missouri University of Science and Technology. Center for Infrastructure Engineering Studies, 2008, Report no. UTC-R175, ROSA P. https://rosap.ntl.bts.gov/view/dot/16413.
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