Research Article
Effect of Dynamic Soil-Structure Interaction on Raft of Piled Raft Foundation of Chimneys
Table 4
Percentage variation of maximum tangential moment.
| (m) | Maximum tangential moment as per IS11089 (kNm) | Soil type | Percentage variation of maximum tangential moment (%) | = 12.5 | = 17.5 | = 22.5 |
| 100 | 1281.54 | S1 | −52.22 | −71.29 | −83.56 | S2 | −66.61 | −82.61 | −90.73 | S3 | −80.17 | −90.32 | −94.63 | S4 | −88.5 | −93.45 | −95.62 |
| 200 | 1611.1 | S1 | −22.88 | −47.74 | −64.5 | S2 | −43.3 | −67.17 | −79.3 | S3 | −65.94 | −82.57 | −89.58 | S4 | −83.09 | −91.97 | −95.47 |
| 400 | 6905.15 | S1 | −8.78 | −32.12 | −47.74 | S2 | −33.8 | −53.97 | −65.15 | S3 | −53.28 | −68.94 | −76.5 | S4 | −69.97 | −80.37 | −85.42 |
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