Seasonal Variation of Subgrade Support Values : Final Report 1996
Seasonal Variation of Subgrade Support Values : Final Report 1996
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In our eReader you can find the full English version of the book. Read Seasonal Variation of Subgrade Support Values : Final Report 1996 Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Seasonal Variation of Subgrade Support Values : Final Report 1996
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i > i — < _^^^ m ^^^^^^ o a — i — _, — .+ — , i , i 1 ! J ' i I ; 5 AH i Oh OO " • •■* Q 1 / 1 CO § 40 - i — gr~ 1 / B ; . . ; . .& 20 - o c ' ■ i ' ! : 1 I ' 1 ! 1 1 = 1 fc 0- i i i i 1 4 6 8 10 12 14 16 Axial Strain (%) Figure 7d. Triaxial Compression Results: Loma Subgrade, y d = 15.1 kN/m 3 (96 lb/ft 3 ), © = 12.0 %, S = 49.0 %, a 3 = 18.7 kPa (2.72 psi) B12 200 2 3 4 5 Axial Strain (%) Figure 7e. Triaxial Compression Results: Loma Subgrade, y d = 17.4 kN/m 3 (111 lb/ft 3 ), co = 12.0 %, S = 76.7 %, a 3 = 22.3 kPa (3.24 psi) 400 i 4 6 Axial Strain (%) 8 10 Figure 7f. Triaxial Compression Results: Loma Subgrade, y d = 19.0 kN/m 3 (121 lb/ft 3 ), co = 12.0 %, S = 100 %, c 3 = 24 kPa (3.49 psi) B13 2 3 Axial Strain (%) Figure 7g. Triaxial Compression Results: Loma Subgrade, y d = 15.4 kN/m 3 (98.0 lb/ft 3 ), co = 20.0 %, S = 86.3 %, a 3 = 17.7 kPa (2.57 psi) 2 3 Axial Strain (%) Figure 7h. Triaxial Compression Results: Loma Subgrade, y d = 18.0 kN/m 3 (1 15 lb/ft 3 ), co = 20.0 %, S = 100 %, a 3 = 24.0 kPa (3.49 psi) B14 350 i 4 6 8 Axial Strain (%) 10 Figure 7i.
What to read after Seasonal Variation of Subgrade Support Values : Final Report 1996?
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To quickly assess the difficulty of the text, read a short excerpt:
i > i — < _^^^ m ^^^^^^ o a — i — _, — .+ — , i , i 1 ! J ' i I ; 5 AH i Oh OO " • •■* Q 1 / 1 CO § 40 - i — gr~ 1 / B ; . . ; . .& 20 - o c ' ■ i ' ! : 1 I ' 1 ! 1 1 = 1 fc 0- i i i i 1 4 6 8 10 12 14 16 Axial Strain (%) Figure 7d. Triaxial Compression Results: Loma Subgrade, y d = 15.1 kN/m 3 (96 lb/ft 3 ), © = 12.0 %, S = 49.0 %, a 3 = 18.7 kPa (2.72 psi) B12 200 2 3 4 5 Axial Strain (%) Figure 7e. Triaxial Compression Results: Loma Subgrade, y d = 17.4 kN/m 3 (111 lb/ft 3 ), co = 12.0 %, S = 76.7 %, a 3 = 22.3 kPa (3.24 psi) 400 i 4 6 Axial Strain (%) 8 10 Figure 7f. Triaxial Compression Results: Loma Subgrade, y d = 19.0 kN/m 3 (121 lb/ft 3 ), co = 12.0 %, S = 100 %, c 3 = 24 kPa (3.49 psi) B13 2 3 Axial Strain (%) Figure 7g. Triaxial Compression Results: Loma Subgrade, y d = 15.4 kN/m 3 (98.0 lb/ft 3 ), co = 20.0 %, S = 86.3 %, a 3 = 17.7 kPa (2.57 psi) 2 3 Axial Strain (%) Figure 7h. Triaxial Compression Results: Loma Subgrade, y d = 18.0 kN/m 3 (1 15 lb/ft 3 ), co = 20.0 %, S = 100 %, a 3 = 24.0 kPa (3.49 psi) B14 350 i 4 6 8 Axial Strain (%) 10 Figure 7i.
What to read after Seasonal Variation of Subgrade Support Values : Final Report 1996?
You can find similar books in the "Read Also" column, or choose other free books by Montana.Dept. of Transportation to read online
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