Q:When B1/z=0.5 & B2/Z=0.25, so 15? find I=? TABLE 8.8 Influence Factor I, by Equation (8.11) (Half Embankment Load) B,/z B,/2 0.01 0.02 0.04 0.06 0.1 0.2 0.4 0.6 0.8 4 6. 8 10 0.003 0.006 0.013 0.019 0.032 0.063 0.121 0.172 0.215 0.250 0.352 0.422 0.447 0.460 0.468 0.1 0.066 0,069 0.076 0.082 0.094 0.123 0.176 0.221 0.258 0.288 0.375 0.434 0,455 0.466 0.473 0.2 0.127 0,130 0.136 0.141 0.153 0,179 0.227 0.265 0.297 0.322 0.394 0.444 0.462 0.471 0.477 0.3 0.183 0.186 0.191 0.196 0.206 0.230 0.271 0.303 0.330 0,351 0,411 0.452 0.468 0.476 0.480 0.4 0.233 0.235 0.240 0.245 0.253 0.274 0.308 0.336 0.358 0.375 0.425 0.459 0.472 0.479 0483 0.5 (0.277 0.279 0.283 0.287 0.294 0.311 0.340 0.363 0.381 0.395 (0.437 0.466 0.477 0.482 0.486 0.6 0.314 0.316 0.319 0.322 0.329 0.343 0.367 0.386 0.400 0.412 0,446 0.471 0.480 0.485 0.488 0.7 0.345 0.347 0.349 0.352 0.357 0.369 0.389 0.404 0.416 0.426 0.454 0.475 0.483 0,487 0.489 0.8 0.371 0.372 0.375 0,377 0.381 0.391 0.407 0.419 0.429 0.437 0.461 0.478 0.485 0.489 0.491 0.9 0.392 0.393 0.395 0.397 0.401 0,408 0.422 0.432 0.440 0.447 0.467 0.481 0.487 0.490 0.492 0.410 0.411 0.412 0.414 0.416 0,423 0.434 0.442 (0.449 0.455 0.471 0.484 0.489 0.491 0.493 1.2 0.436 0.436 0.437 0.438 0.440 0,445 0.452 0.458 0.463 0.466 0.478 0.488 0.491 0.493 0.495 1.4 0.453 0.454 0.454 0.455 0.456 0.459 0.464 0.469 0.472 0.475 0.483 0.490 0.493 0.495 0.496 1.6 0,465 0.466 0.466 0.467 0.467 0.470 0.473 0.476 0.478 0,480 0,487 0.492 0.495 0.496 0.497 1.8 0.474 0.474 0.474 0.475 0.475 0.477 0.479 0.481 0.483 0.485 0,489 0.494 0.496 0.497 0.497 2 0.480 0.480 (0.480 0.480 (0.481 0.482 0.484 0.485 0.487 0.488 0.491 0.495 (0.496 0.497 0.498 0.493 0.493 0.493 0.493 (0.493 0.49 0.494 0.494 (0.495 0.495 0.496 0.498 0.498 0.499 0.499 0.498 0.498 0.498 (0.498 (0.498 0,498 0.498 0.498 0.499 0,499 (0.499 0.499 0.499 0.499 0.499 2.
Q:When B1/z=0.5 & B2/Z=0.25, so 15? find I=? TABLE 8.8 Influence Factor I, by Equation (8.11) (Half Embankment Load) B,/z B,/2 0.01 0.02 0.04 0.06 0.1 0.2 0.4 0.6 0.8 4 6. 8 10 0.003 0.006 0.013 0.019 0.032 0.063 0.121 0.172 0.215 0.250 0.352 0.422 0.447 0.460 0.468 0.1 0.066 0,069 0.076 0.082 0.094 0.123 0.176 0.221 0.258 0.288 0.375 0.434 0,455 0.466 0.473 0.2 0.127 0,130 0.136 0.141 0.153 0,179 0.227 0.265 0.297 0.322 0.394 0.444 0.462 0.471 0.477 0.3 0.183 0.186 0.191 0.196 0.206 0.230 0.271 0.303 0.330 0,351 0,411 0.452 0.468 0.476 0.480 0.4 0.233 0.235 0.240 0.245 0.253 0.274 0.308 0.336 0.358 0.375 0.425 0.459 0.472 0.479 0483 0.5 (0.277 0.279 0.283 0.287 0.294 0.311 0.340 0.363 0.381 0.395 (0.437 0.466 0.477 0.482 0.486 0.6 0.314 0.316 0.319 0.322 0.329 0.343 0.367 0.386 0.400 0.412 0,446 0.471 0.480 0.485 0.488 0.7 0.345 0.347 0.349 0.352 0.357 0.369 0.389 0.404 0.416 0.426 0.454 0.475 0.483 0,487 0.489 0.8 0.371 0.372 0.375 0,377 0.381 0.391 0.407 0.419 0.429 0.437 0.461 0.478 0.485 0.489 0.491 0.9 0.392 0.393 0.395 0.397 0.401 0,408 0.422 0.432 0.440 0.447 0.467 0.481 0.487 0.490 0.492 0.410 0.411 0.412 0.414 0.416 0,423 0.434 0.442 (0.449 0.455 0.471 0.484 0.489 0.491 0.493 1.2 0.436 0.436 0.437 0.438 0.440 0,445 0.452 0.458 0.463 0.466 0.478 0.488 0.491 0.493 0.495 1.4 0.453 0.454 0.454 0.455 0.456 0.459 0.464 0.469 0.472 0.475 0.483 0.490 0.493 0.495 0.496 1.6 0,465 0.466 0.466 0.467 0.467 0.470 0.473 0.476 0.478 0,480 0,487 0.492 0.495 0.496 0.497 1.8 0.474 0.474 0.474 0.475 0.475 0.477 0.479 0.481 0.483 0.485 0,489 0.494 0.496 0.497 0.497 2 0.480 0.480 (0.480 0.480 (0.481 0.482 0.484 0.485 0.487 0.488 0.491 0.495 (0.496 0.497 0.498 0.493 0.493 0.493 0.493 (0.493 0.49 0.494 0.494 (0.495 0.495 0.496 0.498 0.498 0.499 0.499 0.498 0.498 0.498 (0.498 (0.498 0,498 0.498 0.498 0.499 0,499 (0.499 0.499 0.499 0.499 0.499 2.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...
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Transcribed Image Text:Q:When B1/z=0.5 & B2/Z=0.25, so find
15 ?
I=?
TABLE 8.8
Influence Factor I, by Equation (8.11) (Half Embankment Load)
B,/z
B,/z
0.01
0.02
0.04
0.06
0.1
0.2
0.4
0.6
0,8
2
4
6.
8
10
0.003
0.006
0.013
0.019
0.032
0.063
0.121
0.172
0.215
0.250
0.352
0.422
0.447
0.460
0.468
0.1
0.066
0.069
0.076
0.082
0.094
0.123
0.176
0.221
0.258
0.288
0.375
0.434
0.455
0.466
0.473
0.2
0.127
0.130
0.136
0.141
0.153
0.179
0.227
0.265
0.297
0.322
0.394
0.444
0.462
0.471
0.477
0.3
0.183
0.186
0.191
0.196
0.206
0.230
0.271
0.303
0.330
0,351
0.411
0.452
0,468
0,476
0.480
0.4
0.233
0.235
0.240
0.245
0.253
0.274
0.308
0.336
0.358
0.375
0.425
0.459
0.472
0.479
0483
0.5
0.277
0.279
0.283
0.287
0.294
0.311
0.340
0.363
0.381
0.395
0.437
0.466
0.477
0.482
0.486
0.6
0.314
0.316
0.319
0.322
0.329
0.343
0.367
0.386
0.400
0.412
0.446
0.471
0.480
0.485
0.488
0.7
0.345
0.347
0.349
0.352
0.357
0.369
0.389
0.404
0.416
0.426
0.454
0.475
0.483
0,487
0.489
0.8
0.371
0.372
0.375
0.377
0.381
0.391
0.407
0.419
0.429
0.437
0.461
0.478
0.485
0.489
0.491
0.9
0.392
0.393
0.395
0,397
0.401
0,408
0.422
0,432
0,440
0,447
0.467
0,481
0,487
0,490
0.492
0.410
0.411
0.412
0.414
0.416
0,423
0.434
0.442
0.449
0,455
0.471
0.484
0.489
0.491
0.493
1.2
0.436
0.436
0.437
0.438
0.440
0.445
0.452
0.458
0.463
(0.466
0.478
0.488
0.491
0.493
0.495
1.4
0.453
0.454
0.454
0.455
0.456
0.459
0.464
0.469
0.472
0.475
0.483
0.490
0.493
0,495
0.496
1.6
0,465
0.466
0.466
0.467
0.467
0.470
0.473
0.476
0.478
0.480
0.487
0.492
0.495
0.496
0.497
1.8
0.474
0.474
0.474
0.475
0.475
0.477
0.479
0.481
0.483
0.485
0,489
0.494
0.496
0.497
0.497
2
0.480
0.480
0.480
0.480
0.481
0.482
0.484
0.485
0.487
0.488
0.491
0.495
0.496
0.497
0.498
3
0.493
0.493
0.493
0.493
0.493
0.494
0.494
0.494
0.495
0.495
0.496
0.498
0.498
0.499
0.499
0.498
0.498
0.498
0.498
0.498
0.498
0.498
0.498
0.499
0.499
0.499
0.499
0.499
0.499
0.499
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