Miller, G. A., Cerato, A. B., Snethen, D., Holderby, E., & Boodagh, P. (2011). Validation and Refinement of Chemical Stabilization Procedures for Pavement Subgrade Soils in Oklahoma – Volume II (Report No. FHWA-OK-11-02(2)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89118
Miller, Gerald A., Amy B. Cerato, Donald Snethen, Eric Holderby, and Parnaz Boodagh. Validation and Refinement of Chemical Stabilization Procedures for Pavement Subgrade Soils in Oklahoma – Volume II. Report no. FHWA-OK-11-02(2). Oklahoma. Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/89118.
Miller, Gerald A., et al. Validation and Refinement of Chemical Stabilization Procedures for Pavement Subgrade Soils in Oklahoma – Volume II. Oklahoma. Department of Transportation, 2011, Report no. FHWA-OK-11-02(2), ROSA P. https://rosap.ntl.bts.gov/view/dot/89118.
For projects involving a chemically stabilized layer as a part of the structural design of the pavement, it is typical to conduct a mix design to assess the additive content needed to achieve a certain unconfined compressive strength (UCS) and to determine the resilient modulus (MR) of the stabilized soil. However, there is considerable uncertainty regarding whether the strength and resilient modulus of the field stabilized soil are consistent with design values determined in the laboratory. A purpose of this study was to compare results of field tests and laboratory tests on chemically stabilized soil at different curing times to assess whether a relationship exists between field and laboratory measurements. The goal was to determine if a field-testing method could be used to assess whether the strength and stiffness in the field are consistent with laboratory measurements used for design. In addition, numerous other physical and chemical tests were conducted on the soils with an aim to enhance interpretation of UCS and MR and comparisons to field tests.
Additions of byproduct chemicals, such as fly ash or cement kiln dust, have been shown to increase the unconfined compression strength (UCS) of soils.
...
Miller, G. A., Cerato, A. B., Snethen, D., Holderby, E., & Boodagh, P. (2011). Validation and Refinement of Chemical Stabilization Procedures for Pavement Subgrade Soils in Oklahoma – Volume II (Report No. FHWA-OK-11-02(2)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89118
Miller, Gerald A., Amy B. Cerato, Donald Snethen, Eric Holderby, and Parnaz Boodagh. Validation and Refinement of Chemical Stabilization Procedures for Pavement Subgrade Soils in Oklahoma – Volume II. Report no. FHWA-OK-11-02(2). Oklahoma. Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/89118.
Miller, Gerald A., et al. Validation and Refinement of Chemical Stabilization Procedures for Pavement Subgrade Soils in Oklahoma – Volume II. Oklahoma. Department of Transportation, 2011, Report no. FHWA-OK-11-02(2), ROSA P. https://rosap.ntl.bts.gov/view/dot/89118.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.