Question

PROBLEMS stratu e of 5 m on either 9-I A point load of 2000 kN is acting at the surface of a thick clay Pute the vertical stress at I m depth intervals to 10 m over am. Com sides of the load, also at I m spacing and plot: (0) pressure bulbs for 10 kPa, 20 kPa, and 40 kPa; (ii) stress distribution diagram directly underneath the load; and (ii) stress distribution on a horizontal plane at 5 m depth. 9-2 A flexible pad of 24mz 12m carried a UDL (including its own weight) of 150 k8 Determine the vertical stress at depths of 2, 4, 8, and 24 m under the poi (i) beneath the center of the pad; (ii) beneath the center of a 24 m edge; (ii)j beneath the center of a 12 m edge; and (iv) beneath a corner. nts:

Answer 1

-1 Given Q 2000KA teending to Mr. Doutsi nesq 12 In game wa の2 = 0 . 277 kPa Oz CKpa) 0.017223.627 0.04 544be Maximum Valu, thơz on a Vahdal plane rs obbained by Point on inteseebby the Nestical Plane vwlth a 그 0.170441 6 radial line at β:84" , ー一40.248843 -6.02) 10 んご0.en z : Max D-elフ 드 6-119

的9eessdilti,ation ttui zonal Planet ona DD41 Mavimum 0,2- lo-433 | 34.68 ob 10.22/1-17-7/ cas 0 3 -810:139 | 11:09 cat 3 Value ,二0.00 unik ana 1a bo be plottd ta The depth at ohih the iuoba0.00Se

brbm 2x15