Page 259 - Buried Pipe Design
P. 259
Initial Internal pressure, lb/in 2 deflection, 125 100 75 50 25 0 percent Strain — 1,000 1,200 1,800 1,700 1,700 1.60 3,326 3,691 4,526 4,669 5,300 4,954 4.50 3,453 3,557 3,956 4,095 4,672 5,377 4.90 4,664 3,359 3,587 3,469 3,247 3,651 4.40 2,348 2,589 333
Cover, ft 3.00 6.50 6.50 6.50 6.50 10.00 10.00 10.00 3.00 6.50 6.50 6.50 6.50 10.00 10.00 10.00
Complete Haunch Pipe Proctor stiffness, density, lb/in 2 percent 5 80 13 85 13 85 13 85 92 85 92 85 13 95 92 95 5 80 13 85 13 85 13 85 92 85 92 85 13 95 92 95
TABLE 4.11 Test no. CH1 CH2 CH3 CH4 CH5 CH6 CH7 CH8 CH1 CH2 CH3 CH4 CH5 CH6 CH7 CH8
232
