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Allmx 16 mm surface loading of 100 P is appbed on top of the sod prufie shown below. Determine the vertical stress case at the centre of the clay stratum and directly below the centre of the surface lading 16 m q 100 kPa 8 m 8 m Clay Impervious rock 0.24 0.22 0.20 (press) 0.18 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0 Values of 0.01 A0₂ Al Note: m & n are interchangeable 0.1 Values of n = L/z 1.0 12 1.0 -0.9 0.8 07 06 03 0.2 m=0) 10 13

ABmx 16 m surface loading of 100 kPa is applied on top of the solf profile shown below. Determine the vertical stress increase at the centre of the clay stranim and directly below the centre of the surface loading 16 m q=100 kPa 8 m 8 m Clay THITT Impervious rock 0.24 0.22 0.20 0,18 Angal Note: m & n are interchangeable 0.1 Values of 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0.01 2 Values of L/ 1.0 10 -0.9 0.8 10.7 03 DA MADI 10