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Em → The efficiency of the STP hammer N → The raw value of the STP as obtained in the field po → The original vertical stress at a point of interest in the soil mass S → The number of stories of a building SPT→ Stands for Standard Penetration Test N60 →Corrected STP assuming 60% efficiency in the field

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Difference % Schedule Actual resultS 5 24 5 23 3 Blow out operation time h 18 1675 1380 Accumulated amounl ofblast volume m 3 X laJ STP 716 694 Accumulated amount of water spray t 3 12 998 880 Pig iron produced during blow out t 20 690 550 Amount of total coke consumption t 3 2 0041 0040 Coke consumption per blast volume tlm3 x

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Clean the oil filter neck and pour in the new oil using a funnel Typically you will use 4 to 5 quarts of oil but check your manual for your vehicle s oil capacity Then replace the cap Run the engine for a few minutes to make sure there are no leaks Check the area around the oil drain plug and the filter for any leaks

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How does MindTap benefit instructors s Solution for Seepage through an Earth Dam 280 Pavlovsky s Solution for Seepage through an Earth Dam 282 Filter Design 286 Summary 290 Problems 290 References 294 0 01374 0 01356 0 01339 0 01323 0 01307 0 01291 0 01276 0 01261 0 01246 0 01232 0 01218 0 01204 0 01191 0 01178 0 01169 After ASTM

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Split spoon tubes split longitudinally into halves and permit taking a soil or soft rock sample The tube size is designated as an NX The NX outside diameter is Do = 50 8 mm 2 inches and its inside diameter is Di = 34 9 mm 1 3/8 inches This small size has the advantage of cheapness because it is relatively easy to drive into the ground

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D15 filter 4 0 001 in 0 004 in 2 To prevent erosion of the core material requires D15 filter 4 D85 soil 4 0 001 in 0 004 in So 85% of the filter material must be coarser than 0 01 to 0 2 The filter grain size grading curve should be parallel to or flatter than the core material grading curve

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The filter grain size grading curve should be parallel to or flatter than the core material grading curve See the graph on the next page for one possible grading curve which gives 100% passes = 10 inch 15% passes = 2 inch 85% passes = 0 01 inch e The drain B must carry the total seepage flow Q = 3 83 ft3/day/ft of dam calculated above

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