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Figure 5.15: Aspect Ratio Test, Three Block Prism Figure 5.16: Aspect Ratio Test, Two Block prism 68
Figure 5.17: Aspect Ratio Test, One Block 5.2.1.1. UCS vs. Aspect Ratio The test results are presented in Table 5.1 and shown in Figure 5.18. It is clear that the prism‟s UCS decreases as its aspect ratio increases. To achieve the best fit or model of the data a non-linear trend-line was applied to the test results for analysis. UCS [psi] 1200 1000 800 600 400 200 0 y = 565.85x -0.887 R 2 = 0.9592 UCS vs Aspect Ratio Data Points UCS for an Aspect Ratio of 2 Data Trend-Line (Power) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 Aspect Ratio Figure 5.18: Variation of prism UCS with the aspect ratio. 69
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A Proposed Best Practice Method of
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Krosnowski, Adam Davis (M.S., Depar
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Table of Contents 1. Introduction .
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Table of Figures Figure 2.1: World
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1. Introduction The demand for sust
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soils must be defined to standardiz
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move more towards sustainable “gr
Page 15 and 16:
2.1. SCEB Technology Advantages The
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latent heat of vaporization. The ef
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sedimentation (jar) test, ball drop
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opportunities for water to alter th
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3.2. Testing Methodology Flow Chart
Page 25 and 26: transported sealed in airtight five
Page 27 and 28: Figure 3.2: Gilson Testing Screen M
Page 29 and 30: infer the clay content. Figure 3.7
Page 31 and 32: potential for minimizing costs. Det
Page 33 and 34: calculate bulk unit weights of the
Page 35 and 36: 3.9. Modulus of Rupture: Three-Poin
Page 37 and 38: Figure 3.16: SCEBs soaking in water
Page 39 and 40: samples from the Dead Man‟s Curve
Page 41 and 42: previous experience, visual inspect
Page 43 and 44: one week intervals during the initi
Page 45 and 46: UCS [psi] UCS [psi] 1000 800 600 40
Page 47 and 48: UCS [psi] UCS [psi] 1000 800 600 40
Page 49 and 50: Lower Limit: 1 part cement, 1 part
Page 51 and 52: Percent Passing Soil #15: Hydromete
Page 53 and 54: the sample and not the entire soil
Page 55 and 56: Large blocks were produced from two
Page 57 and 58: The large blocks produced were kept
Page 59 and 60: decreased by 23-25% over the course
Page 61 and 62: Figure 4.23: UMU Mini-Blocks; Five
Page 63 and 64: Average UCS [psi] 2000 1600 1200 UM
Page 65 and 66: Clayey soil is often mined and tran
Page 67 and 68: Figure 5.1: Full Block in 3-Point B
Page 69 and 70: nature will increase the level of c
Page 71 and 72: this point of testing. The testing
Page 73 and 74: Average Large Block UCS [psi] 800 7
Page 75: Figure 5.13: Aspect Ratio Test, Fiv
Page 79 and 80: E [ksi] 35 30 25 20 15 10 y = 23.85
Page 81 and 82: The equation of the trend-line was
Page 83 and 84: of optimizing a soil mix design. Of
Page 85 and 86: plasticity. They also do not offer
Page 87 and 88: the SCEB strongly influence its com
Page 89 and 90: specimens will be tested for compre
Page 91 and 92: P f Pf [ psi] 2 A force at fail
Page 93 and 94: Coduto, D. P. 1999. Geotechnical En
Page 96 and 97: 8.2. Crow Tribe Case Study Test Dat
Page 98 and 99: 8.2.2. Schmidt Hammer Test Data R V
Page 100 and 101: UMU Sample #15 1:3 (6 x 12 x 3 5/8)
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