ML18312A069
| ML18312A069 | |
| Person / Time | |
|---|---|
| Site: | Farley  |
| Issue date: | 10/30/2018 |
| From: | Southern Nuclear Operating Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML18312A093 | List: |
| References | |
| NL-18-1299 | |
| Download: ML18312A069 (143) | |
Text
REV 21 5/08
[STATIC SOIL PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-1 (SHEET 1 OF 3)
]
REV 21 5/08
[STATIC SOIL PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-1 (SHEET 2 OF 3)
]
REV 21 5/08
[STATIC SOIL PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-1 (SHEET 3 OF 3)
]
REV 21 5/08
[STATIC SOIL PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-2 (SHEET 1 OF 2)
]
REV 21 5/08
[STATIC SOIL PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-2 (SHEET 2 OF 2)
]
REV 21 5/08
[COMPACTED STATIC SOIL STRENGTH PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-3 (SHEET 1 OF 2)
]
REV 21 5/08
[COMPACTED STATIC SOIL STRENGTH PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-3 (SHEET 2 OF 2)
]
REV 21 5/08
[STATIC SOIL SHEAR STRENGTH PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-4 (SHEET 1 OF 2)
]
REV 21 5/08
[STATIC SOIL SHEAR STRENGTH PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-4 (SHEET 2 OF 2)
]
REV 21 5/08
[STATIC SOIL SHEAR STRENGTH PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-5 (SHEET 1 OF 2)
]
REV 21 5/08
[STATIC SOIL SHEAR STRENGTH PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-5 (SHEET 2 OF 2)
]
REV 21 5/08
[STATIC ROCK PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-6 (SHEET 1 OF 2)
]
REV 21 5/08
[STATIC ROCK PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-6 (SHEET 2 OF 2)
]
REV 21 5/08
[DYNAMIC SOIL AND ROCK PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-7 (SHEET 1 OF 3)
]
REV 21 5/08
[DYNAMIC SOIL AND ROCK PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-7 (SHEET 2 OF 3)
]
REV 21 5/08
[DYNAMIC SOIL AND ROCK PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-7 (SHEET 3 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOIL C-1 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-8 (SHEET 1 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOIL C-1 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-8 (SHEET 2 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOIL C-1 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-8 (SHEET 3 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS C-1 AND C-2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-9 (SHEET 1 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS C-1 AND C-2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-9 (SHEET 2 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS C-1 AND C-2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-9 (SHEET 3 OF 3)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS C-2 AND C-3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-10 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS C-2 AND C-3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-10 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT COMPACTED SOILS R-24, R-31 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-10A (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT COMPACTED SOILS R-24, R-31 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-10A (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR PLANT AREA BACKFILL - - COMPACTED SOIL I JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-11 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR PLANT AREA BACKFILL - - COMPACTED SOIL I JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-11 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR PLANT AREA BACKFILL - - COMPACTED SOILS I AND II JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-12 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR PLANT AREA BACKFILL - - COMPACTED SOILS I AND II JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-12 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR PLANT AREA BACKFILL - - COMPACTED SOILS II AND III JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-13 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR PLANT AREA BACKFILL - - COMPACTED SOILS II AND III JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-13 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - PLANT AREA AND SPILLWAY STRUCTURE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-14 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - PLANT AREA AND SPILLWAY STRUCTURE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-14 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - RIVER WATER SUPPLY LINE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-15 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - RIVER WATER SUPPLY LINE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-15 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - RIVER INTAKE STRUCTURE AND STORAGE POND INTAKE STRUCTURE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-16 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - RIVER INTAKE STRUCTURE AND STORAGE POND INTAKE STRUCTURE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-16 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - STORAGE POND DAM AND DIKE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-17 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - STORAGE POND DAM AND DIKE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-17 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - STORAGE POND DAM AND DIKE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-18 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR FOUNDATION MATERIALS - - STORAGE POND DAM AND DIKE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-18 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS 1A, 1B, 2B, 2C, 3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-19 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS - - COMPACTED SOILS 1A, 1B, 2B, 2C, 3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-19 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS, BORROW AREA NO. 1 COMPACTED SOILS C-1, C-2, C-3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-20 (SHEET 1 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS, BORROW AREA NO. 1 COMPACTED SOILS C-1, C-2, C-3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-20 (SHEET 2 OF 2)
]
REV 21 5/08
[STRESS-STRAIN DIAGRAMS FOR DAM EMBANKMENT MATERIALS, BORROW AREA NO. 1 COMPACTED SOILS C-2, C-3 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B5B-21
]
REV 21 5/08
[LABORATORY CYCLIC TEST RESULTS UNDISTURBED SAMPLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-1 (SHEET 1 OF 2)
]
REV 21 5/08
[LABORATORY CYCLIC TEST RESULTS UNDISTURBED SAMPLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-1 (SHEET 2 OF 2)
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM & DIKES RECORD OF A TYPICAL STRESS-CONTROLLED CYCLIC TRIAXIAL TEST JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-1A
]
REV 21 5/08
[CASE 1 - SWITCHYARD JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-2
]
REV 21 5/08
[CASE II - PLANT AREA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-3
]
REV 21 5/08
[CASE III - SLOPES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-4
]
REV 21 5/08
[CASE III SLOPES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-5
]
REV 21 5/08
[CASE IV - COOLING TOWER AREA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-6
]
REV 21 5/08
[CASE V - RIVER INTAKE AREA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-7
]
REV 21 5/08
[CASE VI - STORAGE POND INTAKE AREA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-8
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MAXIMUM DAM SECTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-9
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES TYPICAL DIKE SECTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-10
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES ACCELEROGRAM REPRESENTING THE POSTULATED SAFE SHUTDOWN EARTHQUAKE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-11
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES SAFE SHUTDOWN EARTHQUAKE RESPONSE SPECTRA FOR 5% SPECTRAL DRAWING JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-12
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES COMPARISON OF INDUCED SHEAR STRESSED WITH STRESSES REQUIRED TO CAUSE 5%
STRAIN ALONG A TYPICAL PLANE - MAXIMUM DAM SECTION AVERAGE PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-13
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAIN ALONG SELECTED HORIZONTAL PLANES - MAXIMUM DAM SECTION, AVERAGE PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-14
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAIN ALONG SELECTED HORIZONTAL PLANES - MAXIMUM DAM SECTION, UPPER BOUND PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-15
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES LOCAL FACTOR S OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5%
STRAIN ALONG SELECTED HORIZONTAL PLANES - DIKE SECTION, AVERAGE PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-16
]
REV 21 5/08
[LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAI N ALONG CENTERLINE OF DIKE, AVERAGE PROPERTIES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6-17
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C-2 -SHEAR MODULUS VS EFFECTIVE MEAN NORMAL STRESS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-1
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C SHEAR MODULI AT EFFECTIVE MEAN NORMAL STRESS OF 1000 LB/FT 2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-2
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C SHEAR MODULI AT EFFECTIVE MEAN NORMAL STRESS OF 1000 LB/FT 2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-3
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C SHEAR MODULI AT EFFECTIVE MEAN NORMAL STRESS OF 1000 LB/FT 2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-4
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C DAMPING RATIO VS. SHEAR STRAIN JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-5
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C DAMPING RATIO VS. SHEAR STRAIN JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-6
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C DAMPING RATIO VS. SHEAR STRAIN JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-7
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES EMBANKMENT MATERIAL, STRAIN-COMPATIBLE SOIL PROPERTIES USED IN ANALYSIS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-8
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 1.0, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-9
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 1.5, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-10
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 1.0, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-11
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 1.5, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-12
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 2.0, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-13
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 1.0, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-14
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C RESULTS OF STRESS-CONTRO LLED CYCLIC TRIAXIAL TESTS (K C = 1.5, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-15
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES PROCEDURE FOR INTERPRETING STRESS-CONTROLLED CYCLIC TRIAXIAL TEST DATA FOR ANISOTROPICALLY CONSOLIDATED (K C > 1.0) SPECIMENS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-16
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C CYCLIC SHEAR STRESS REQUIRED TO CAUSE 5% STRAIN IN 10 CYCLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-17
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C CYCLIC SHEAR STRESS REQUIRED TO CAUSE 5% STRAIN IN 10 CYCLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-18
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C CYCLIC SHEAR STRESS REQUIRED TO CAUSE 5% STRAIN IN 10 CYCLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-19
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES FOUNDATION SOILS - CYCLIC SHEAR STRE SS REQUIRED TO CAUSE 5% STRAIN IN 10 CYCLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-20
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C-1 -COMPACTION TEST RESULTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-21
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C-2 -COMPACTION TEST RESULTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-22
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C-3 -COMPACTION TEST RESULTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-23
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C GRAIN SIZE DISTRIBUTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-24
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C GRAIN SIZE DISTRIBUTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-25
]
REV 21 5/08
[DYNAMIC ANALYSIS OF DAM AND DIKES MATERIAL C GRAIN SIZE DISTRIBUTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B6A-26
]
REV 21 5/08
[STORAGE POND DOWNSTREAM FILL CROSS-SECTIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-14
]
REV 21 5/08
[STORAGE POND DOWNSTREAM FILL CROSS-SECTIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-15
]
REV 21 5/08
[STORAGE POND UPSTREAM BL ANKET CROSS-SECTIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-16 (SHEET 1 OF 2)
]
REV 21 5/08
[STORAGE POND UPSTREAM BL ANKET CROSS-SECTIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-16 (SHEET 2 OF 2)
]
REV 21 5/08
[STORAGE POND EMBANKMENT CREST DETAIL AND COMPACTION DATA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-17 (SHEET 1 OF 5)
]
REV 21 5/08
[STORAGE POND EMBANKMENT CREST DETAIL AND COMPACTION DATA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-17 (SHEET 2 OF 5)
]
REV 21 5/08
[STORAGE POND EMBANKMENT CREST DETAIL AND COMPACTION DATA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-17 (SHEET 3 OF 5)
]
REV 21 5/08
[STORAGE POND EMBANKMENT CREST DETAIL AND COMPACTION DATA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-17 (SHEET 4 OF 5)
]
REV 21 5/08
[STORAGE POND EMBANKMENT CREST DETAIL AND COMPACTION DATA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-17 (SHEET 5 OF 5)
]
REV 21 5/08
[STORAGE POND DAM AND DIKE SLOPE STABILITY ANALYSIS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-18 (SHEET 1 OF 2)
]
REV 21 5/08
[STORAGE POND DAM AND DIKE SLOPE STABILITY ANALYSIS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-18 (SHEET 2 OF 2)
]
REV 21 5/08
[SLOPE STABILITY ANALYSIS SITE SLOPES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-19 (SHEET 1 OF 4)
]
REV 21 5/08
[SLOPE STABILITY ANALYSIS SITE SLOPES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-19 (SHEET 2 OF 4)
]
REV 21 5/08
[SLOPE STABILITY ANALYSIS SITE SLOPES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-19 (SHEET 3 OF 4)
]
REV 21 5/08
[STORAGE POND EMBANKMENT CREST DETAIL AND COMPACTION DATA JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-17 (SHEET 4 OF 5)
]
REV 21 5/08
[SLOPE STABILITY ANALYSIS SITE SLOPES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-20
]
REV 21 5/08
[BORROW MATERIAL PROPERTIES FOR REDESIGN OF DA M AND DIKE 95% ASTM D-698 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-21 (SHEET 1 OF 4)
]
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[BORROW MATERIAL PROPERTIES FOR REDESIGN OF DA M AND DIKE 95% ASTM D-698 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-21 (SHEET 2 OF 4)
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REV 21 5/08
[BORROW MATERIAL PROPERTIES FOR REDESIGN OF DA M AND DIKE 95% ASTM D-698 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-21 (SHEET 3 OF 4)
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REV 21 5/08
[BORROW MATERIAL PROPERTIES FOR REDESIGN OF DA M AND DIKE 95% ASTM D-698 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-21 (SHEET 4 OF 4)
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REV 21 5/08
[GRAIN SIZED - - COMPACTED BLANKET AND UNDERLYING SOIL JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-22
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REV 21 5/08
[COMPARISON OF MATERIAL PROPERTIES BORROW AREA NO. 1 AND BORROW AREA NO. 2 95 PERCENT ASTM D-1557 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-23 (SHEET 1 OF 4)
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REV 21 5/08
[COMPARISON OF MATERIAL PROPERTIES BORROW AREA NO. 1 AND BORROW AREA NO. 2 95 PERCENT ASTM D-1557 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-23 (SHEET 2 OF 4)
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REV 21 5/08
[COMPARISON OF MATERIAL PROPERTIES BORROW AREA NO. 1 AND BORROW AREA NO. 2 95 PERCENT ASTM D-1557 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-23 (SHEET 3 OF 4)
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REV 21 5/08
[COMPARISON OF MATERIAL PROPERTIES BORROW AREA NO. 1 AND BORROW AREA NO. 2 95 PERCENT ASTM D-1557 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-23 (SHEET 4 OF 4)
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REV 21 5/08
[MATERIAL C-5 COMPACTION TEST RESULTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-24
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REV 21 5/08
[MATERIAL C-5 GRAIN SIZE DISTRIBUTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-25
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REV 21 5/08
[MATERIAL C 95% ASTM D698 COMPACTION SHEAR MODULI NORMALIZED TO AN EFFECTIVE MEAN NORMAL STRESS OF 1000 LB/FT 2 JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-26
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REV 21 5/08
[MATERIAL C-5 -95% ASTM D698 COMPACTION DAMPING RATIO VS. SHEAR STRAIN JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-27
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REV 21 5/08
[MATERIAL C 95% ASTM D698 COMPACTION RESULTS OF STRESS-CONTROLLED CYCLIC TRIAXIAL TESTS (K C = 1.0, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-28
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REV 21 5/08
[MATERIAL C 95% ASTM D698 COMPACTION RESULTS OF STRESS-CONTROLLED CYCLIC TRIAXIAL TESTS (K C = 1.5, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-29
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REV 21 5/08
[MATERIAL C 95% ASTM D698 COMPACTION CYCLIC SHEAR STRESS REQUIRED TO CAUSE 5% STRAIN IN 10 CYCLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-30
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REV 21 5/08
[MATERIAL C 98% ASTM D698 COMPACTION RESULTS OF STRESS-CONTROLLED CYCLIC TRIAXIAL TESTS (K C = 1.0, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-31
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REV 21 5/08
[MATERIAL C 98% ASTM D698 COMPACTION RESULTS OF STRESS-CONTROLLED CYCLIC TRIAXIAL TESTS (K C = 1.5, 5% STRAIN)
JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-32
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REV 21 5/08
[MATERIAL C 98% ASTM D698 COMPACTION CYCLIC SHEAR STRESS REQUIRED TO CAUSE 5% STRAIN IN 10 CYCLES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-33
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REV 21 5/08
[LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAIN ALONG SELECTED HORIZONTAL PLANES - MAXIMUM DAM SECTION - UPPER BOUND PROPERTIES - CYCLIC STRENGTH MATERIAL C-5 95% ASTM D698 COMPACTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-34
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REV 21 5/08
[LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAI N ALONG CENTERLINE OF MAXIMUM DAM SECTION - UPPER BOUND PROPERTIES CYCLIC STRENGTH MATERIAL C-5 95% ASTM D698 COMPACTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-35
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REV 21 5/08
[LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAIN ALONG SELECTED HORIZONTAL PLANES - MAXIMUM DAM SECTION UPPER BOUND PROPERTIES - CYCLIC STRENGTH MATERIAL C-5 AT 98% ASTM D698 COMPACTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-36
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REV 21 5/08
[LOCAL FACTORS OF SAFETY WITH RESPECT TO DEVELOPMENT OF 5% STRAI N ALONG CENTERLINE OF MAXIMUM DAM SECTION - UPPER BOUND PROPERTIES -
CYCLIC STRENGTH MATERIAL C-5 AT 98% ASTM D698 COMPACTION JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-37
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REV 21 5/08
[COMPARISON OF STRESSES AT DAM COMPUTED BY THE FINITE ELEMENT AND THE SHEAR SLICE PROCEDURE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-38 (SHEET 1 OF 2)
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REV 21 5/08
[COMPARISON OF STRESSES AT DAM COMPUTED BY THE FINITE ELEMENT AND THE SHEAR SLICE PROCEDURE JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-38 (SHEET 2 OF 2)
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REV 21 5/08
[DAM EXCAVATION PLAN AND GEOLOGIC MAPS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-39A
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REV 21 5/08
[DAM FOUNDATION GEOLOGIC MAP NORTH AND SOUTH ELEVATIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-39B
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REV 21 5/08
[DAM FOUNDATION GEOLOGIC MAP EAST AND WEST ELEVATIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-39C
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REV 21 5/08
[STORAGE POND DAM AND DIKE COMPACTED FILL RECORD TESTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-40 (SHEET 1 OF 3)
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REV 21 5/08
[STORAGE POND DAM AND DIKE COMPACTED FILL RECORD TESTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-40 (SHEET 2 OF 3)
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REV 21 5/08
[STORAGE POND DAM AND DIKE COMPACTED FILL RECORD TESTS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-40 (SHEET 3 OF 3)
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REV 21 5/08 STORAGE POND DAM AND DIKE INSTRUMENTATION LOCATIONS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-41
REV 21 5/08
[STORAGE POND DAM AND DIKE CENTERLINE SUBSURFACE PROFILES AND GROUNDWATER LEVELS JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-42
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REV 21 5/08
[STORAGE POND DAM AND DI KE OBSERVATION WELLS AND DRAIN DISCHARGE RATES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-43
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REV 21 5/08
[STORAGE POND DAM AND DIKE GRAVITY RELIEF WELLS AND DISCHARGE RATES JOSEPH M. FARLEY NUCLEAR PLANT UNIT 1 AND UNIT 2 FIGURE 2B7-44
]