Previous   |    Close   |    Next

Table T10. Applied pressures for standard squeezing and GRIND methods, Expedition 348.

Core, section,
interval (cm) 		Depth
(mbsf) 		Water
aliquot/
Method 		Applied pressure steps
and time
(lb/min) 		Applied
maximum
force
(lb) 		Applied
maximum
pressure
(MPa)
348-C0002M-
1R-1, 87–107 475.00 A 15,000/5; 17,000/7; 20,000/10 20,000 37
    B 21,500/10; 23,000/10; 25,000/10 25,000 47
    C 30,000/10; 40,000/10; 50,000/10; 60,000/720 60,000 112
2R-2, 111–131 485.91 A   20,000 37
    B   25,000 47
    C   60,000 112
3R-1, 90–110 493.50 A   20,000 37
    B   25,000 47
    C′ 30,000/10; 40,000/10; 50,000/10 50,000 94
    C” 60,000/720 60,000 112
4R-2, 113–133 504.41 A   20,000 37
    B   25,000 47
    C′   50,000 94
    C”   60,000 112
348-C0002P-
2R-3, 96–137.5 2176.28 GRIND 5,300/75; 10,700/67 5,300 11
        10,700 20
3R-2, 84–104 2184.25 GRIND 5,300/95; 10,700/59 5,300 11
        10,700 20
4R-2, 47–57 2193.08 GRIND 5,300/87; 10,700/82 5,300 11
        10,700 20
5R-2, 89–99 2203.33 GRIND 5,300/72; 10,700/67 5,300 11
        10,700 20
6R-2-1, 80–90 2211.21 GRIND 5,300/70; 10,700/190; 16,000/1125 5,300 11
        10,700 20
        16,000 30
6R-2, 80–90 2211.21 GRIND 5,300/72; 10,700/190; 16,000/340 5,300 11
        10,700 20
        16,000 30

Press calibration was done on 24 December 2013. GRIND = ground rock interstitial normative determination.

Previous   |    Close   |    Next   |    Top of page