Figure 4-51. Mohr's envelopes for frozen sand (Ottawa sand, 20 - 30 mesh)

Figure 4-50. Ultimate strength vs. time to failure for Ottawa sand (20-30 mesh) at various temperatures

Allowable design stresses on basis of ultimate strength -Cont.

Foundations For Structures: Artic and Subartic Construction - index
Page Navigation
138

TM 5-852-4/AFM 88-19, Chap. 4

U. S. Army Corps of Engineers

Figure 4-51. Mohr's envelopes for frozen sand (Ottawa sand, 20 - 30 mesh).

4-76

Western Governors University

Privacy Statement
Press Release
Contact

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