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CE6502-FOUNDATION ENGG PAGE 1 OF 25 UNIT-IV 2 MARKS … · 2017-07-03 · 13. Define modulus of subgrade reaction? The ratio of soil reaction (p) to the deflection (y) at any point
stjosephs.ac.instjosephs.ac.in/NAAC/17-18.pdfCE6304 SUB CODE CE6501 CE6502 CE6503 CE6504 CE6505 CE6506 SUB CODE CE6701 CE6702 CE6703 CE6704 FEED BACK PERCENTAGE 90 91 95 92 93 90 SUB
CE6502-FOUNDATION ENGG PAGE 1 OF 23of footing beyond the axis of the columns A are limited to 590mm. The limiting bearing capacity of the soil is 420 kN/m2. Use M 15 concrete and Fe
[XLS]updated HDFC CMS Branch details - Coal Junction - … · Web viewPATTU PATTUKKOTTAI - 614602 (TN) 2821 RAYA 2823 BHUC 2824 PATH9 2831 MORAN0 Hossur - TN 2327 RANIA 2328 SANDU1
CE6502-FOUNDATION ENGG PAGE 1 OF 2915. A footing 2m square is laid at a depth of 1.3 m below the ground surface. Determine the net ultimate bearing capacity using BIS formula. Take
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3 0 0 3 UNIT I SITE INVESTIGATION AND …studentsfocus.com/notes/anna_university/CIVIL/5SEM/CE6502 - FE... · Murthy, V.N.S, “Soil Mechanics and Foundation Engineering”, UBS Publishers