Soil Mechanics for Unsaturated Soils phần 2 ppsx

... 479 .2 4 12. 6 27 8.7 27 0.9 406.8 613 .2 138.3 394.6 20 2 .2 27 0.5 338.3 406.3 476.4 20 2 .2 338.5 407.8 473.7 541 .2 477.1 407.6 340.7 109.6 3.0 143.5 498.3 100.3 32. 3 22 .4 ... N -24 N -25 N -26 N -27 N -28 N -29 N-30 N-3 1 N- 32 N-33 N-34 N-35 N-36 N-37 N-38 N-39 N-40 N-41 420 .7 359.4 495.3 701.7 23 4 .2 474.8 27 4.6 343.1...

Ngày tải lên: 09/08/2014, 22:24

... 22 1 22 2 22 5 23 6 23 7 24 0 24 1 25 1 25 5 26 3 27 2 28 1 28 2 28 5 28 7 constant water content, CW 22 0 22 1 22 2 22 3 22 9 23 6 23 7 23 8 23 9 24 0 24 1 24 8 24 9 25 1 25 5 26 2 26 3 27 2 27 8 28 1 28 2 28 4 28 5 ... 20 9 21 1 21 2 21 3 21 7 21 8 21 9 22 1 22 2 22 3 22 4 22 7 22 8 22 9 23 0 23 7 23 8 23 9 24 0...

Ngày tải lên: 09/08/2014, 23:20

... 5.03 32 5. 322 6 5. 626 4 5.9451 6 .27 93 6. 629 6 6.9967 to (“C) 0 2 4 6 8 10 12 14 16 18 40 7.38 12 8 .20 53 9.1075 10.094 11.171 12. 345 13. 623 15.013 16. 522 18.160 60 19.933 21 .8 52 23. 926 26 .164 28 .578 ... 0.9348 1.0015 1.0 724 1.1477 10 1 .22 76 1.3 123 1.4 022 1.4974 1.5983 1.7051 1.8180 1.9375 2. 0639 2. 1974 20 2. 3384 2. 48 72 2.6443 2. 8099 2. 9846...

Ngày tải lên: 09/08/2014, 22:23

... L 20 0 0 10 14 18 22 26 3 t 3 28 - c f 20 - 8 z 12- P e' e 4 44 r Initially Glacial till I I111111 I IiIIIIII 11 .P 36 > t 3 28 - c f 20 - z 12- P ... equalization time is attributed to the - m 500 2 100 a O"2O 22 24 26 28 30 32 Elapsed time, t (days) Temperature ("C) -re 4. 72 Field measurements of matric su...

Ngày tải lên: 09/08/2014, 22:24

... the force equilibrium equations. Formulation for Two-Dimensional Flow The following derivation is for the general case of a her- erogeneous, anisotropic, unsaturated soil [Fig. 7 .2( b)J. ... written for the (n - 2) internal points [i.e., points 2, 3, - - - , (n - l)]. As a result, there are (n - 2) equa- tions that must be solved simultaneously fo...

Ngày tải lên: 09/08/2014, 22:24

... 9.6 37.3 20 .3 15.5 11.3 23 .7 28 .9 7.4 0.0 10 24 .8 27 .3 28 .5 29 .0 28 .5 29 .0 22 3 33.4 35.3 35.0 25 .3 18.1 21 .7 16 .2 12. 6 22 .6 16.5 16.1 15.3 13.8 16.0 7 -25 .5 Constant ... clay; w = 22 .29 6, Pd Dhanauri clay; w = 22 .2% , Pd = 1580 kg/m3 = 1478 kg/m3 = 1580 kg/m3 = 1478 kg/m3 Dhanauri Clay; W 22 .25 6, pd DhWuri Clay;...

Ngày tải lên: 09/08/2014, 22:24

... 37.86 71 .28 176.95 72. 83 23 .45 72. 55 16. 62 73.73 0.85 2 71 .29 176.89 71.58 314.7 72. 84 79.04 72. 61 60.69 72. 58 33.89 3 71.58 315 .25 71.99 453.53 72. 68 448.05 72. 59 120 .3 72. 59 78.07 4 72. 68 448.05 ... 448.05 72. 56 23 9.83 72. 57 126 .2 5 72. 58 347.7 72. 55 20 4.53 6 72. 53 494.5 72. 57 321 .89 7 72. 20 504.34 CHAPTER 11 Plastic and Limit Equilibrium Def...

Ngày tải lên: 09/08/2014, 22:24

... - d(ay + a, - 2u,) 40, - ua) E E de, = d(ay - ua) - E d(a, + a, - 2u,) E E dey = ( 12. 23) ( 12. 24) ( 12. 25) Equations ( 12. 23), ( 12. 24), and ( 12. 25) represent the ... change for each increment. Substituting Eqs. ( 12. 23), ( 12. 24), and ( 12. 25) into Eq. ( 12. 26) gives a, + uy + a7 de,, = 3 (7) d ( 3 - ua) 3 H + - d (u...

Ngày tải lên: 09/08/2014, 23:20

... 163.8 164.4 21 4.4 21 5.6 Au = +20 2 .2 2 560.9 559.0 164.4 163.1 21 5.6 421 .1 Auw = +20 5.5 3 475.1 476.8 41.9 42. 2 397.8 20 6.5 Au~ = - 191.3 4 61 1.4 610.1 177.3 379 .2 5 32. 0 530.9 ... DS 0. 420 0.699 0.196 0.030 0. 124 DS 0.419 0.7 02 0.040 0. 126 0.033 0 .26 3 DS 0. 424 0.700 DS 0. 421 0.699 os 0.516 0.606 0.177 0.0 82 0.158 OS 0.517 0.616...

Ngày tải lên: 09/08/2014, 23:20

... -0. 62 p. 62 p. 62 0. 82 O/d -0. 32 -0.39 -0.36 -0.b8 -0.90 -0. I2 0.Q -0.U6 -0.98 0.50 -0.c -0.59 -0.51 -0.56 -0.57 -0.581 -0.59 0.80 0.60 -0.61 -0. 62 -0. 62 -0. 62 0. 62 ... -0.61 -0.61 -0. 62 p. 62 -0. 62 0. 62 -0.p8 -0.90 -0. YI) -O!fS -0.W -0.US -0.50 -; 52 -0.59 -0.55 -0.58 -0.57 .O.* -0.59 -0.60 -0.61 -0.61 -0. 62 -0...

Ngày tải lên: 09/08/2014, 23:20