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«PILE DRIVING ANALYSIS BY THE WAVE EQUATION For technical assistance, contact: Dr. Lee L. Lowery, Jr., P.E. Department of Civil Engineering Texas A&M ...»

-- [ Page 13 ] --
IS THIS CORRECT? Y/N [Y] --ENTER FILE NAME FOR ANSWER FILE DRV:NAME.EXT: [CASEI.OUT] --YOU HAVE CHOSEN FILE: CASEI.OUT

–  –  –

DO YOU WANT THE FORCE/TIME OUTPUT

IN THE SAME FILE AS THE ANSWER FILE SUMMARY? Y/N: [Y] --EXECUTING FILE: CASEI

CALCULATING FOR TIME INTERVAL 1

CALCULATING FOR TIME INTERVAL 2

CALCULATING FOR TIME INTERVAL 3

CALCULATING FOR TIME INTERVAL 4

ETC.

ETC.

ETC.

CALCULATING FOR TIME INTERVAL 198

CALCULATING FOR TIME INTERVAL 199

CALCULATING FOR TIME INTERVAL 200

MAXIMUM COMPRESSIVE AND TENSILE FORCES OVER AREAS IN SEGMENTS

–  –  –

1 7 4164.7 200 0.0 200 1.1572 2 11 4358.4 200 0.0 200 1.4577 3 20 3053.7 93 -1704.8 200 1.5984 4 28 3049.4 84 -978.5 200 1.5555 5 37 3086.3 173 -763.0 200 1.5069 6 44 2864.4 76 -954.2 200 1.5074 7 49 2091.6 156 -1349.2 198 1.4955 8 200 1.4902 TOTAL SOIL RESISTANCE = 50.000 KIPS PERMANENT SET OF PILE = 1.390 INCHES NUMBER OF BLOWS PER INCH =.719 NUMBER OF BLOWS PER FOOT = 8.632 PILE WEIGHT (KIPS) = 9.000 CALCULATING FOR TIME INTERVAL 1 {Next resistance running}

CALCULATING FOR TIME INTERVAL 2

ETC.

ETC

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