Reading Settlement Settlemen Specimen Avarage Specimen Height (h) Stress AH/h Stress Different Ap(kPa) Mv Range (kPa) Difference Height (mm) (AH) (AH/h)/ Ap (mm) 0-25 25 8 0.08 0.08 19.92 25-50 25 11 0.11 0.03 19.89 50-100 50 19 0.19 0.08 19.81 100- 100 39 0.39 0.20 19.61 200 200- 200 67 0.67 0.28 19.33 400 400- 400 192 0.192 0.125 19.205 800 800- 800 268 0.268 0.076 19.129 | 1600 Reading Settlement Settlemen Ae Stress Range (КPa) Avarage Av (Ae/ Ap) Mv (Av/ 1+e) Stress Different Difference eo Ap(kPa) (mm) (AH) 0-25 25 8 0.08 0.08 | 25 50-100 25 25-50 11 0.11 0.03 19 0.19 0.08 100- 100 39 0.39 0.20 200 | 200- | 400 | 400- 200 67 0.67 |0.28 400 192 0.192 0.125 800 800- 800 268 0.268 0.076 1600
Reading Settlement Settlemen Specimen Avarage Specimen Height (h) Stress AH/h Stress Different Ap(kPa) Mv Range (kPa) Difference Height (mm) (AH) (AH/h)/ Ap (mm) 0-25 25 8 0.08 0.08 19.92 25-50 25 11 0.11 0.03 19.89 50-100 50 19 0.19 0.08 19.81 100- 100 39 0.39 0.20 19.61 200 200- 200 67 0.67 0.28 19.33 400 400- 400 192 0.192 0.125 19.205 800 800- 800 268 0.268 0.076 19.129 | 1600 Reading Settlement Settlemen Ae Stress Range (КPa) Avarage Av (Ae/ Ap) Mv (Av/ 1+e) Stress Different Difference eo Ap(kPa) (mm) (AH) 0-25 25 8 0.08 0.08 | 25 50-100 25 25-50 11 0.11 0.03 19 0.19 0.08 100- 100 39 0.39 0.20 200 | 200- | 400 | 400- 200 67 0.67 |0.28 400 192 0.192 0.125 800 800- 800 268 0.268 0.076 1600
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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