trchl-97-4
Introduction
Figure 1. Various concrete armor units shapes
Introduction (Cont.)
Introduction (Cont.) - trchl-97-40012
Core-Loc Characterictics
Figure 2. Core-Loc schematic
Table 1. Engineering Characteristics of Core-Loc
Core-Loc structural Response
Figure 3..Loading and Boundary conditions for torsional stress comparison
Figure 4. Loading and boundary conditions for other load cases
Figure 5. Tensile stress contours from FEM static torsional loading
table 2. FEM Statics Stress Comparison
Figure 6. Comparison of maximum tesile stresses form FEM analysis
Core-Loc Hydraulic Stability
Experimental Results
Figure 7. Structure layout
Figure 9. Flume layout
Other Two- Dimensional Stability Tests
Other Two- Dimensional Stability Tests (Cont.)
Noyo,CA, Site-Specific Stability Tests
Noyo,CA, Site-Specific Stability Tests (Cont.)
Noyo,CA, Site-Specific Stability Tests (Cont.)
Core-Loc Repair of Dolos Layers
Core-Loc Repair of Dolos Layers (Cont.)
Armor Volume Coparison
Armor Volume Coparison (Cont.)
Table 6. Armor Unit Stability Coefficients (K a)
table 7. Volume Correction Factors
Table 8. Armor Volume Comparison for Breaking Waves
Conclusions
Conclusions (Cont.)
References - trchl-97-40040
References (COnt.) - trchl-97-40041
Appendix A: Intial Core-Loc Hydraulic Stability Results
Table A1. Initial Stability Test Data - trchl-97-40043
Table A1. Initial Stability Test Data - trchl-97-40044
Report Documentation Page - trchl-97-40045
Introduction
Figure 1. Various concrete armor units shapes
Introduction (Cont.)
Introduction (Cont.) - trchl-97-40012
Core-Loc Characterictics
Figure 2. Core-Loc schematic
Table 1. Engineering Characteristics of Core-Loc
Core-Loc structural Response
Figure 3..Loading and Boundary conditions for torsional stress comparison
Figure 4. Loading and boundary conditions for other load cases
Figure 5. Tensile stress contours from FEM static torsional loading
table 2. FEM Statics Stress Comparison
Figure 6. Comparison of maximum tesile stresses form FEM analysis
Core-Loc Hydraulic Stability
Experimental Results
Figure 7. Structure layout
Figure 9. Flume layout
Other Two- Dimensional Stability Tests
Other Two- Dimensional Stability Tests (Cont.)
Noyo,CA, Site-Specific Stability Tests
Noyo,CA, Site-Specific Stability Tests (Cont.)
Noyo,CA, Site-Specific Stability Tests (Cont.)
Core-Loc Repair of Dolos Layers
Core-Loc Repair of Dolos Layers (Cont.)
Armor Volume Coparison
Armor Volume Coparison (Cont.)
Table 6. Armor Unit Stability Coefficients (K a)
table 7. Volume Correction Factors
Table 8. Armor Volume Comparison for Breaking Waves
Conclusions
Conclusions (Cont.)
References - trchl-97-40040
References (COnt.) - trchl-97-40041
Appendix A: Intial Core-Loc Hydraulic Stability Results
Table A1. Initial Stability Test Data - trchl-97-40043
Table A1. Initial Stability Test Data - trchl-97-40044
Report Documentation Page - trchl-97-40045
