Figure B-1. KI and KII versus crack length for monolith: no culvert

APPENDIX B: ANALYSES WITH NO CULVERT

Figure B-3. Shear stress profile at the base of monolith for a = 16.65 ft: no culvert

ETL 1110-2-344
Page Navigation
18

ETL 1110-2-344

31 Dec 93

Figure B-1. KI and KII versus crack length for monolith: no culvert

Figure B-2. Normal stress profile at the base of monolith for a = 16.65 ft: no culvert

B-2

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business