Masada, T. (2009). Shear strength of clay and silt embankments : executive summary report (Report No. FHWA-OH-2009/7). Ohio. Dept. of Transportation. Office of Research and Development. https://rosap.ntl.bts.gov/view/dot/16971
Masada, Teruhisa. Shear strength of clay and silt embankments : executive summary report. Report no. FHWA-OH-2009/7. Ohio. Dept. of Transportation. Office of Research and Development, 2009. https://rosap.ntl.bts.gov/view/dot/16971.
Masada, Teruhisa Shear strength of clay and silt embankments : executive summary report. Ohio. Dept. of Transportation. Office of Research and Development, 2009, Report no. FHWA-OH-2009/7, ROSA P. https://rosap.ntl.bts.gov/view/dot/16971.
Highway embankments constitute some of the most common geotechnical facilities being constructed by highway and transportation agencies. The design, construction, and field performance of these embankments are great importance to federal and state transportation costs and public safety. When the embankments are not properly designed and/or constructed, serious problems such as slope instability and excessive settlement can arise. Very conservatively designed embankments can lead to significant budgetary waste for the highway agencies.
Masada, T. (2009). Shear strength of clay and silt embankments : executive summary report (Report No. FHWA-OH-2009/7). Ohio. Dept. of Transportation. Office of Research and Development. https://rosap.ntl.bts.gov/view/dot/16971
Masada, Teruhisa. Shear strength of clay and silt embankments : executive summary report. Report no. FHWA-OH-2009/7. Ohio. Dept. of Transportation. Office of Research and Development, 2009. https://rosap.ntl.bts.gov/view/dot/16971.
Masada, Teruhisa Shear strength of clay and silt embankments : executive summary report. Ohio. Dept. of Transportation. Office of Research and Development, 2009, Report no. FHWA-OH-2009/7, ROSA P. https://rosap.ntl.bts.gov/view/dot/16971.
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ensure public access to scientific information.
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