Elementary Course of Civil Engineering for the Use of Cadets of the Us Militar

J B Junius Brutus Wheeler

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299 0. 6 0. 778 0. 754 0. 436 0. 450 0. 477 0. 457 0. 617 0. 572 0. 360 0. 328 03 0. 867 0. 820 0. 510 0. 501 0. 544 0. 504 0. 668 0. 610 0. 413 0. 357 1 0. 930 0. 873 0. 571 0. 546 0. 605 0. 540 0. 707 0. 636 0. 457 0. 384 2 1. 107 1. 004 0. 812 0. 714 0. 795 0. 655 0. 811 0. 705 0. 622 0. 475 220 CIVIL ENGINEERING.
The thickness obtained by using " this table are nearly double that of strict equilibrium. This factor of safety 01 excess of stability is that used by Vauban in his retaining wall...s which have stood the test ol more than a century with safety.
The formula, = 0. 845 (H + h) A_ x tan 5 - will give very nearly the same values as those given in the table.
RETAINING WALLS, face and back not parallel.
296. To transform a wall of rectangular cross-section into one of equal stability having a batter on its face and its back vertical, the usual form of cross-section of a retaining wall, we may use the following formula of M. Poncelet, V = I + n H.
(145) in which (Fig. 93) b = the thickness, B d, of wall of rectangu- lar cross-section, FIG.

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