Levy Nuclear Plant Units 1 and 2 (FSAR Figure 2.5.4.5-201B)

Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-6. Profile View of LNP 1
(FSAR Figure 2.5.4.5-201B)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-7. Detail Showing Location of CLSM Between Nuclear Island and Diaphragm Wall
(RAI Figure 03.07.02-01-1)
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Levy Nuclear Plant
Units 1 and 2
LNP
GSI
range
Figure 2.5.4-8. Typical GSI Factors for Limestone (Modified from Marinos and Hoek,
2000)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-9. Friction Angle for Different GSI and mi Values (from Marinos and Hoek, 2000)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-10. Distribution of Vertical and Lateral Dimension of Voids at LNP Unit 1
Below Ground Surface (bgs)
(FSAR Figure 2.5.4.1-201A)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-11. Distribution of Vertical and Lateral Dimension of Voids at LNP Unit 2
Below Ground Surface (bgs)
(FSAR Figure 2.5.4.1-201B)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-12. Vs Profiles in Boring AD-03 and Boring AD-20
(Excerpted from FSAR Figure 2.5.4.2-204B)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-13. Effective Cyclic Shear Stress as a Function Of Variable Vs Assumptions in the Engineered Fill
(RAI Figure 2.5.4-26-2)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-14. Strain Dependent Shear Modulus and Damping Relationship for
Peninsula Rock and Soft Rock
(after FSAR Figure 2.5.2-251)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-15. Comparison Between AP1000 Generic Design and Site-specific
Response
(FSAR Figure 2.5.2-296)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-16. Distribution of Postulated Soft/Stiff Regions and Thirteen Soft 0.3-m
(1-ft) Thick Bedding Layers
(RAI 2.5.4-11 Response Figure 2.5.4-11-02)
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Levy Nuclear Plant
Units 1 and 2
Figure 2.5.4-17. Representation of Local Fracture System in Finite Element Method
Sensitivity Analyses
(RAI Figure 2.5.4-23-1)
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