附录二 坝体的稳定应力计算输入输出数据
136.000 136.000 18.000 8.500 -8.760 .650 .800 51.020 2 2 3 0
99.370 169.610 101.580 170.920 115.620 158.920 113.880 161.420 118.740 154.470 140.110 148.740
99.370 163.610 100.000 162.980 97.600 165.380 3.000 15.000 17.210 1.850 .950 142.370
55.000 25.000 39.000 112.740 121.970 182.040 .000
170.660 1.270 .000 .000 170.160 -.430 .700 .700
156.000 3.000 .000 .300 .000 .000 .000 .000 .000 151.000 3.000 .000 .300 .000 .000 .000 .000 .000 136.000 9.500 .200 .300 .000 .000 .000 .000 .000
WATER SPILLWAY BLOCK NO.= 2 ----------------------------
NORMAL UPSTREAM WATER LEVEL WITH CONSIDERING UPLIFT ---------------------------------------------------
SECTION ELEVATION 156.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 4.86721E+00 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.50832E+02 SUM TAU= 2.50832E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.34481E+01 4.78532E+01 3.34972E+01 7.13013E+01 0.00000E+00 5.50080E+01 2.67400E+00 2.00788E+01 4.13496E+01 2.66604E+01 5.94177E+01 2.01080E+00 5.58741E+01 7.67400E+00 1.67647E+01 2.91888E+01 1.54159E+01 3.95972E+01 6.35631E+00 5.59738E+01 1.26740E+01 1.54871E+01 1.70280E+01 6.17760E+00 2.24830E+01 1.00321E+01 4.85546E+01 1.46740E+01 1.50546E+01 1.21637E+01 3.04400E+00 1.69789E+01 1.02394E+01 3.22996E+01 1.76740E+01 -1.77427E-06 4.86721E+00 -3.65078E-07 4.86721E+00 -1.90735E-06 9.00000E+01
SECTION ELEVATION 151.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.19648E+01 TAU U= 0.00000E+00 SIGMA XU= 2.00000E-01 EQUILIBRIUM CONDITION: SUM P=-3.73382E+02 SUM TAU= 3.73382E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 7.37525E+01 4.83632E+01 5.97236E+01 1.22116E+02 0.00000E+00 3.90000E+01 1.97500E+00 7.33798E+01 4.50919E+01 4.81863E+01 1.09455E+02 9.01663E+00 3.68208E+01 6.97500E+00 6.27164E+01 3.68101E+01 2.43376E+01 7.73332E+01 2.21933E+01 3.09884E+01 1.19750E+01 4.45400E+01 2.85284E+01 8.17296E+00 4.79749E+01 2.50934E+01 2.27959E+01 1.69750E+01 2.68952E+01 2.02466E+01 -3.07519E-01 2.69094E+01 2.02324E+01 1.77357E+02 1.89750E+01 2.17880E+01 1.69339E+01 -1.54816E+00 2.22398E+01 1.64821E+01 1.63734E+02
48
附录二 坝体的稳定应力计算输入输出数据
2.19750E+01 1.99980E-01 1.19648E+01 -2.62260E-06 1.19648E+01 1.99980E-01 9.00000E+01
SECTION ELEVATION 136.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 2.29430E+01 TAU U=-5.02291E+00 SIGMA XU= 7.70687E+00 EQUILIBRIUM CONDITION: SUM P=-8.91934E+02 SUM TAU= 8.91934E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 0.00000E+00 4.50940E+01 0.00000E+00 4.50940E+01 0.00000E+00 9.00000E+01 2.37499E+00 -4.84330E-01 4.39717E+01 5.79740E+00 4.47153E+01 -1.22791E+00 8.26910E+01 7.37499E+00 -6.75989E-01 4.16090E+01 1.59207E+01 4.69330E+01 -5.99999E+00 7.15097E+01 1.23750E+01 1.81301E-01 3.92462E+01 2.32214E+01 5.00576E+01 -1.06301E+01 6.50343E+01 1.73750E+01 1.99815E+00 3.68834E+01 2.76993E+01 5.21745E+01 -1.32930E+01 6.10996E+01 2.23750E+01 4.68518E+00 3.45206E+01 2.93546E+01 5.25306E+01 -1.33248E+01 5.84696E+01 2.73750E+01 8.15298E+00 3.21579E+01 2.81872E+01 5.07916E+01 -1.04808E+01 5.65324E+01 3.23750E+01 1.23122E+01 2.97951E+01 2.41970E+01 4.67812E+01 -4.67397E+00 5.49314E+01 3.73750E+01 1.70734E+01 2.74323E+01 1.73842E+01 4.03923E+01 4.11346E+00 5.32955E+01 4.23750E+01 1.18056E+01 2.50695E+01 8.28646E+00 2.90512E+01 7.82396E+00 6.43358E+01 4.68750E+01 7.70688E+00 2.29430E+01 -5.02291E+00 2.44499E+01 6.20000E+00 1.06699E+02 SHEARING SAFETY FACOR = 4.1116 SLIDING SAFETY FACTOR= 1.1621
CONCRETE VOLUME OF MIDDLE WATER SPILLWAY BLOCK = 1.405199E+04
DESIGN FLOOD UPSTRAM WATER LEVEL WITH CONSIDERING UPLIFT ---------------------------------------------------------
SECTION ELEVATION 156.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 6.97905E+00 TAU U= 0.00000E+00 SIGMA XU= 0.00000E+00 EQUILIBRIUM CONDITION: SUM P=-2.45122E+02 SUM TAU= 2.45122E+02
POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE ----- ------- ------- ------ ----- ----- -----
0.00000E+00 2.13431E+01 4.35574E+01 3.04902E+01 6.49005E+01 0.00000E+00 5.50080E+01 2.67400E+00 1.92865E+01 3.80232E+01 2.50188E+01 5.53701E+01 1.93958E+00 5.52643E+01 7.67400E+00 1.73203E+01 2.76752E+01 1.54558E+01 3.87976E+01 6.19781E+00 5.42600E+01 1.26740E+01 1.64040E+01 1.73271E+01 6.76275E+00 2.36440E+01 1.00871E+01 4.69522E+01 1.46740E+01 1.59606E+01 1.31879E+01 3.52915E+00 1.83659E+01 1.07826E+01 3.42769E+01 1.76740E+01 -5.98538E-07 6.97905E+00 -6.33299E-07 6.97905E+00 -4.76837E-07 9.00000E+01
SECTION ELEVATION 151.00 -------------------------
BOUNDARY CONDITION: SIGMA YU= 1.27916E+01 TAU U= 0.00000E+00 SIGMA XU= 2.00000E-01 EQUILIBRIUM CONDITION: SUM P=-3.74172E+02 SUM TAU= 3.74172E+02
49
