Question

Calculate the increase in stress, Δσ' in depth of Z, at points X in the middle of foundation, Y at the corner of the foundation and M at L/2 meters out side of short edge of foundation. Rectangular foundation's dimensions are B and L and surcharge of 150kPa is carried by it. Use: a) Corner method for all three points, b) Two to one method (approximate method) and c) Newmark's chart method for only Y point. Compare the results from three methods. d) If we have a circular reservoir, with center parallel to the rectangular foundation's corner (Y) with diameter and height of (8*6) full of oil with Gs=0.89.

Answer 1

method" (और इसके आगे के शब्दों) को अनदेखा कर दिया गया है क्योंकि हम क्वेरी को 32 शब्दों तक सीमित रखते हैं.